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Blade Wrinkles Explained with Morten Handberg of Wind Power LAB
Allen Hall discusses the growing issue of blade wrinkles with Morten Handberg, blade expert at Wind Power LAB. They delve into the causes, consequences, and challenges of identifying and repairing these minute deformities that can significantly reduce blade life. Visit https://windpowerlab.com/!
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Allen Hall: Welcome to the special edition of the Uptime Wind Energy podcast. I’m your host, Allen Hall, and if you have been following the news lately, there are several ongoing campaigns by blade manufacturers to deal with wrinkles in their blades. Even though these wrinkles are minute in appearance, these fabric deformities can create weaknesses that reduce blade life.
And as you have seen all over the news, these wrinkles are also expensive to remove and repair. Our guest is Morton Handberg, Chief Blade Specialist and Partner at Wind Power Lab, which is a blade consulting company located in Copenhagen, Denmark. If you haven’t heard Morten on our podcast previously, Morten is our resident blade whisperer.
In our episode today, we’ll be discussing how wrinkles are created, how they produce stresses, and why they are difficult to eliminate during manufacturing. Morten, welcome to the program.
Morten Handberg: Hi Allen,
Allen Hall: it’s nice to be back again. If we can catch up a little bit, you and I talked to each other about Blade Wrinkles several weeks ago now, and that topic has just gotten progressively hotter and hotter.
I thought, now’s the time. To get it out there about what’s happening with wrinkles and why we should care. Now, and at the same time, you sent me some pictures and it would just scare the heck out of me because I thought these wrinkles were relatively small coming from an aerospace background.
Wrinkles don’t tend to be big. In aerospace products, but the wrinkles you showed me are large. And I’m trying to understand like what is the real threat here? Let’s just start there. What’s the real threat. If a wrinkle is in a side of a blade, what does it matter?
Morten Handberg: So it really matters depending on the location of the wrinkle.
So is it in the structural spark cap or in a heavy node, part of the bait, let’s say the root or the transition zone. Then even small wrinkles can actually turn into very large cracks. And it doesn’t really matter what the size is. It’s more, if it’s in an area that allows it to grow into a crack, because as soon as it does that, it will just continue growing at a pace defined by the loading conditions, it can ultimately turn to a blade failure.
Obviously, the larger and more aggressive, the cracking the wrinkles, meaning how how steep the angles are of the wrinkles. So if this is the shape it matters that the wrinkles is shaped like this or like this. Then how much stress it requires for it to develop, because it’s all about the, how much reduction that it creates to the to the underlying blade structure.
If you have changes in the UD laminate and it starts to fold, it means that the strength of the UD laminate is reduced. And then it’s just about a matter of time before it then turns into a structural crack.
Allen Hall: And the defect doesn’t just apply to the plies where the wrinkle is, it applies, it puts additional stress on the plies that are around it?
Is that the loading problem?
Morten Handberg: Yeah, because, if you remove the loading capacity of one area, it has to be taken up by another, right? It doesn’t, the loading doesn’t go away. It just, if you have a wrinkle that starts turning into a crack, it means that all the UD fibers, they are essentially removed from the equation.
They’re not taking up any blade loads anymore. And that then creates more stress to the boundaries of the crack, but it also creates more and more stress to the other laminate areas of the blade, because now they have to take over whatever part is this area of the blade, but this area of the laminate was taken over.
And this is also why some of these cracks can turn into blade failures. Because at a certain point, then then the amount of laminate that’s been removed, that’s not enough for the rest of the blade to, to carry the load anymore. And then it eventually fails.
Allen Hall: What does this look like as the wrinkle progresses into a larger defect?
Is it a delamination that happens? Is it a physical crack? Like you start breaking plies? What does it look like?
Morten Handberg: If you have a wrinkle as I said, it’s like a fold inside the laminate. If the, if that fold is creating a wave like this, then at, on the top of the ridge, you are, you’re consistently, the wrinkle is trying to stretch itself out during operation.
So it’s trying to do like this and that creates a lot of stress on the top part of the ridge. And that’s where you create the crack. But on the lower side where you have the slopes, they are trying to lift they’re lifting themselves out, out of the laminate, essentially, that that’s what’s going on.
Is it and that then means that it de bonds from the from the lower from the laminate. What we typically see is that on the lower boundaries of the wrinkle, we create delamination and then on the ridge, we create a crack in the direction of the wrinkle. Wow. Okay.
Allen Hall: So you, depending on where you’re looking, you may see a DLAM or you may see a crack on either side of it, but you probably have both?
Morten Handberg: If you have in a very sensitive area where you have very high loading, maybe one or the other is more than maybe the crack is more. Aggressive than the wrinkle. So the crack will progress faster than the delamination develops. If you’re in a low unloaded zone, then maybe it’s the delamination that is the most prominent one developing.
So you can’t really say that with, for whatever, whenever you see a brinkle or you see a brinkle in development, that. It will be the crack that will be the dominating or it will be the the delamination. But if you’re in the Spark app laminate, then you would cut away the laminate layers before the delamination becomes anything significant.
And then the crack will be the be the measles finger.
Allen Hall: So the blade manufacturers today, when they, if they have blades out in service and they realize that they may have wrinkles, is it easy to detect how, if you’re on a turbine, this blade is on a turbine, can they find wrinkles simply or is there a way to do that?
Or is this get really complicated for them to identify where the wrinkles are? What is normally done when the blade is produced?
Morten Handberg: Is that after the, after it’s been demolded. Either the shell or the full blade, depending on the manufacturer. A QC technician will go through the entirety of the blade on the outside and on the inside and look for waviness or rises in the laminate to see are there any wrinkles here and then get those fixed if they’re outside of factory specification.
Allen Hall: How are they identifying those? Is it an ultrasound? Is it a flashlight? Is it a tap test, what’s involved there?
Morten Handberg: A Tap test wouldn’t make any sense because see, it’s still solid laminate, so there’s no no, no deep bonding that you could detect from a Tap test you can use ultrasonic to see you, you typically do that for the low carrying path of the lathe, for the spark caps.
Not all OEMs are doing that. And that is a problem because often what some of the wrinkles that we see leading to major structural damages or blade failures, Is because the the quality checks at factory were not sufficient. We’re not not carried out in a way that would allow for them.
But skilled quality technicians, they would be able to see them either visually, just by looking at it, by knowing how does a healthy laminate look from a laminate with a distortion. You can also, to some extent, use a you use a light dispersion test by holding over a flashlight over an area and see how the light passes through it.
If there’s any major changes to lemme structure that will show in, in, in that way, but it requires some skill to detect it that way. So again, it’s not something that you would send out any guy on the street and he would be able to find it. You need to know what you want to look for at the factory.
The best way to do it is to use entity but that’s typically only applied to the main load carrying parts of the blade, because that’s what you’re mainly concerned about, but wrinkles can happen anywhere. It’s not something we can say it always at six meters. It’s only on the leading edge. It’s only in the spike gaps.
They can occur anywhere where you have a laminate stack.
Allen Hall: And then, so in the factory, easier to identify because the blade’s sitting there and you can have probably the proper tools, Once you’re in service though, what happens, is it only ultrasonic? For the inner third of
Morten Handberg: the blade, you could still, you can still walk in, do a manual inspection to check if there’s any changes to the, any, if there’s any visible changes in the laminate structure.
Not seeing a damage yet, just by seeing if there’s a, if there, there’s a certain rise in the blade suddenly without any need for it. That typically indicates that there’s a wrinkle in this area. They can either be longitudinal, they can be transverse. Typically longitudinal, they don’t matter as much because they’re in line with the UD fibers.
So the UD fibers are still unidirectional. So it’s really rare that we see longitudinal cracks, wrinkles develop into damages just on their own accord. Transverse wrinkles, they do tend to develop into cracks even the smaller sizes. You have to change the
Allen Hall: structure. Is that because of the compression and tension cycles of the blade goes through every rotation that it’s just putting an immense amount of stress on that one weakness?
Morten Handberg: You’re putting stress on that the laminate is not designed for. It’s not designed for the UD laminate to be bended. And you can have transverse wrinkles. that doesn’t develop into cracks if they’re far enough out in the plate. But you are rolling the dice a little bit because just because it didn’t develop in two years doesn’t mean that it won’t happen ever, you’re just hoping that it doesn’t develop over the lifetime.
So we’ve seen wrinkles develop after 10, 12, 15 years of operation and. Everyone was saying this doesn’t matter. This blade is passed in the warranty. So it doesn’t, it would have developed if it ever was, but that’s just not how it works because it’s it’s, it’s a fatigue as a threshold.
So the blade is designed for, let’s say most plates are designed for 25 years. Then they’re designed for nominal load or nominal load cycle over that 20, 25 years of lifetime. But if you have a wrinkle that weakens the blade in that structure, it means that you’re reducing that, that threshold. How much is, that requires very advanced simulations, but at the end of the day, it is a reduction.
So a wrinkle should always be considered as something that will cause a potential damage down the line. Doesn’t matter if it’s five, 10, 15, 20, or 30 meters from the root. Maybe even 50 for, a 70 meter plate. It’s something that we can’t say exactly how fast or how slow it will develop or at what point in time.
We can just say that it is a weakness and we know that these wrinkles, they can turn into cracks eventually. Okay.
Allen Hall: Let’s, I want to walk back into the factory for a minute. What is creating these wrinkles? Is it the mere fact that the, there’s so many layers of glass and that they’re manually applied and you got people stepping on them as they put these plies down?
Or is it the fact that. We’re making bigger and bigger blades with the same number of people. So there’s just a little bit of a rush. What’s driving the wrinkle issue today?
Morten Handberg: Let’s say wrinkles have always been there. It’s not a new invention. It’s been there as long as we’ve been building things out of composites.
We’ve had wrinkles because it’s just a change in the in the laminates. That’s all it is. So it’s not something you, it’s, it can also happen if you stretch the laminate. You change the uniform structure and you can also create waviness in that way. It’s not wrinkles as we think about them right now, but it’s still a change in the structure that can affect the blade negatively.
The way that they occur can actually have several causes. So one is a quite commonly that when you’re laying up the glass fibers, then and as you lay down these long glass fiber match next to each other then sometimes there’s need just to adjust them a little bit or move them around and that can then create some small folds.
And then as you’re applying more and more glass fiber, if you’re not, if you’re not careful, if you’re not aware, then you can build up a larger and larger waves that then can create this wrinkle. So it’s just by pushing the fiber mats around even slightly can have really big consequences.
And now another cause is the core material that we, that are used in the blade to add thickness, but without adding a lot of weight. These also comes in large sheets that are moved around and adjusted. But if there is a, if there’s a large gap between two sections of ga of core material, that creates a a a separation where there’s no no resin, there’s no fiber.
And then when the blade is cast, then the fiber can actually get stuck down in, into this core gap and then create a wrinkle in that, in, in that way. And it can also be from adding core material adjusters where you change the thickness of the core material in a small area that also creates the, these waves in the structure.
So, there are just really several paths to the same effect, but it is whenever you are creating sort of the space underneath the laminate where you then get a resin rich area then it can, it gets locked into this to this, into this wrinkle. And it’s something that it doesn’t happen after in, in operation, they’re not created after manufacturing, it’s created during manufacturing, and then it’s locked in.
And then we’ll develop over time during during that period of time.
Allen Hall: That’s interesting. So is it, let’s see just some of the discussion as an electrical person, seeing some of the news articles and hearing some of the difficulties that some of the OEMs are having to eliminate wrinkles. Is it ultimately a design to build question that maybe the way that the blade was designed is encouraging wrinkles?
Is that the way to think of it? Because it’s the same, roughly the same manufacturing people doing the same job over and over again.
Morten Handberg: My view on it is that the wrinkle problem has been persisted for decades in the blades. But they’re, but the blades are becoming more sensitive because they’re becoming longer.
They are they are getting more optimized. So you use the materials in a different way where you have less buffer. in your blade to account for deviations inside your blade. So that also means that any manufacturing defect is much more sensitive because you don’t have the same conservatism when designing your blades anymore.
It’s not because your manufacturing method has changed. Not as I see it because that’s still essentially the same way. But the focus on. Quality assurance have not gone up with producing longer and how do you say more optimized plates? And it should be the, it should, the more you optimize it, the more focus you should have on the quality assurance, because you become more, more sensitive to structural damage.
And that’s also why we’re seeing the fatigue damages we’re seeing in the field today, and that a lot of owners are experiencing is because that the, is because that the blades were not thoroughly checked at factory. And if the OEM is saying otherwise, then, you can just look at the defect it’s there and it shouldn’t be there.
You shouldn’t expect to have critical damages or blade failures after one, two, three or five years in operation, it shouldn’t happen. And that means that defects were overlooked that should have been detected and repaired at factory.
Allen Hall: Does that indicate a need to upgrade or to maybe change the way we’re inspecting blades during the manufacturing process, like during the ply layup and plus after the fact once the blade has been cast?
Morten Handberg: It’s a good question. I think that obviously there are ways you could I’m sure there’s ways that you could optimize your manufacturing, but. a good place to start is to increase your focus on quality control. And that’s where you need to start. And then maybe you can implement changes to the manufacturing over time that would reduce your the the frequency of these defects occurring.
But right now with the methods that we’re using for manufacturing, then we need an added focus for quality control. And a number one is to do entity, especially of the structural critical areas. I would say. All the blades should be checked because we know that wrinkles can appear anywhere.
But that need, we need to start with that point that It shouldn’t be possible to produce a 80, 90, 100 meter blade without doing an entity inspection. And then send the blade out in operation, then hope for the best.
Allen Hall: So because the margins are lower, the blades and the blades get longer.
So we learned from our previous designs, we’re making them lighter to. Allowed to be shipped and a lot of other reasons, cost reduction, right? Less weight is less material, which is less cost that then forces. Okay. An improved quality system and maybe even a training system to how we’re going to build these blades.
That seems like a big effort. And it’s, and when watching some of the OEMs go through this cycle, it’s, it seems like it’s taking a long time to rectify the situation. Months and months. Does that make sense why it’s taking so long is because it’s changing so much of the internal systems.
Morten Handberg: But the focus is also has been for a long time on building bigger and longer blades faster and releasing new methods in into production and into the shield because you had to stay ahead of the curve with the other manufacturers and that has taken over some of the.
focus from quality assurance of the blades. So that has been down prioritized in order to opt in order to optimize cost and get the blades longer. Another factor in it is also that we’re introducing carbon more and more inside the blades and glass fiber is a really nice material when it comes to some manufacturing defects, because it has a lot of elasticity.
So it means that it can it can work with them, with the manufacturing defects for a longer period of time. Carbon fiber doesn’t work like that. If you have any change to the carbon fiber, it’s, it because it’s a lot more brittle. It develops into a fatigue damage much faster. So you see a rapid development in the damages for carbon fiber plates than you would for traditional glass fiber plates
Allen Hall: So carbon is less forgiving and we’re seeing more carbon as the blades get longer and that it sounds like some of the carbon Pultrusions are coming from a sub supplier into the system. Does that make sense that at least in some of the discussions I’ve seen it seems like it’s a supplier issue but it’s a composite supplier issue which to me says carbon fiber and if carbon fiber is less forgiving You’re bringing in something that may not have been inspected to the level.
Maybe it should have been And then it gets stuck in a blade and it just magnifies the issue. Is that kind of where this is headed?
Morten Handberg: That, that might be a way to look at, but if the man, if the OEM is putting together the blade, it shouldn’t really matter if they are producing the protrusion or they have a third party.
They should be responsible for making sure that the protrusion is is checked and it’s, and that it’s inspected and making sure that there’s no manufacturing defects in that before installing it in, inside the blades.
Allen Hall: Does it become more critical on the carbon fiber to do an ultrasonic inspection because it’s such a critical load path for the blade?
Morten Handberg: It would develop faster, compared to a glass fiber, but for protrusion, if you’re talking about glass fiber. It’s equally necessary. The severity you could say is almost the same but the how do you say it will develop faster for, yeah, the speed of development is faster.
And yeah, the reduction in strength is also greater with carbon because you’re relying much more on your, on, on the load capacity in carbon compared to glass fiber. It would take longer for the damage to develop, but again, the ultimate consequence would be the same as long as we’re talking about the disbar caps, if it’s glass fiber or carbon fiber.
Allen Hall: That would help explain some of the early failures that I think the industry is seeing is maybe it’s in the carbon. That would make a lot of sense from a mechanical standpoint, right? Because yeah, you’re right, you’re using carbon to cut the weight out. And because it’s a stronger fiber, if there’s a problem in the carbon, look out, it’s going to show up pretty fast.
Morten Handberg: The only safe way to, to check it is through entity. Because if she, the ring, if the wrinkle is small enough, it wouldn’t show up in a visual check. Or, and so it’s the only. Only safe way
Allen Hall: to do it. What does a repair look like to fix a wrinkle in a carbon spar cap, let’s say, or a fiberglass shell?
What are we talking about here? Are we talking about days, weeks, months to fix some of these things? Particularly where it’s a highly loaded area?
Morten Handberg: If we’re talking about the spar cap, we’re talking about weeks or months, if the blade is repairable at all, because you need to remove so many layers and you have such a so many iterations of buildup to restore the blade.
That, in a lot of cases it would be deemed a replacement plate. And most damages, they can be repaired. Assuming they have not developed into a large a crack that, that that has affected the majority of a shell. Then most damages, most wrinkles, they can be repaired if they’re outside of the spark cap area.
Yeah. I would say if they haven’t given up, I would even go so far as to say, I would assume all of them.
Allen Hall: And then if I, if now, once those blades get out in service and say they’ve missed the quality inspection and you have this wrinkle, depending on where it is. What is, what are you as an OEM, are the OEMs reaching out to those customers to say, hey, this blade mold, this blade factory had this issue, we need to track this, is that what’s happening in industry right now?
Is there, is just a follow up happening to say, hey, be aware of this, or is it more aggressive? Like we need to stop turbines.
Morten Handberg: We have seen a lot of cases where if the OEM recognized that they have a they have an issue on multiple blades within the same batch, that they reach out to the owners with this particular blade type and then stop turbines, if they see that this.
This blade serial have high likelihood of issues, then it would stop that, or they would say, okay, inspect keep it running, but it will inspect. within a short timeframe. So we have seen cases like that that where the OEMs have taken a proactive approach because they’ve recognized after the fact that they had a large issue with their blades but I would say as an owner if you see a blade where you recognize that this is an issue with wrinkles, I would recommend that if the OEM has, haven’t taken any action and they don’t seem like they’re going to that, then you have to take action because Otherwise it, the problem can escalate and require a lot of downtime, a lot of replacements and a lot of repairs if you’re not proactive on, on, on your own.
And yeah, if it’s something that is something where it’s expected to be in the Spark app laminates, we would recommend doing an entity inspection. If it’s something that looks like it’s in the shell laminates internal, externally, we would An intern inspection can be a really good place to start just to see, are there any visible signs of blade defects.
Allen Hall: And then from the insurance side and insurance is become more and more of a factor in the operation of a wind farm. Is, are the insurance companies starting to step in a little bit and force the operators to go look and to be proactive about this?
Morten Handberg: We’ve seen them ask questions to owners whether they have taken any steps, but it hasn’t gone to so far that they are pending the the insurance renewal on them doing inspections for it.
But but again, if this is a problem that will persist then that could be a likely outcome that, you know, if you haven’t. Stand your own check of your own plates, then that would be that, that, that could affect the the policy.
Allen Hall: Alright, Morten, this issue is still in its infancy.
I think there’s a lot more coming up about blade wrinkles worldwide. Obviously there’s a lot of concern by operators, if they have a blade that has wrinkles or they’re starting to experience some failures, they should probably be reaching out to Wind Power LAB. How do they do that?
Morten Handberg: You can reach us on winpowerlab.com or reach out to us via LinkedIn. Or you can also find me on LinkedIn and reach out to me directly.
Allen Hall: And we’ll pull all the contact information in the show notes. You can get ahold of Morten directly and to Wind Power LAB because blade wrinkles have really grown into a massive issue and it’s time to put some resources to stop them.
And Morten, this has been so great to have you back on the podcast. We love having you on. Everybody, our blade whisperer, Morten Handberg, thank you for being on the podcast.
Morten Handberg: Thank you. Thanks for having me.
https://weatherguardwind.com/blade-wrinkles-morten-handberg-wind-power-lab/
Renewable Energy
ECO TLP Brings Concrete Foundations to Floating Wind
ECO TLP Brings Concrete Foundations to Floating Wind
Nicole Johnson Murphy, CEO of ECO TLP, and Gordon Jackson join to discuss concrete floating wind foundations, production-line construction, and markets from Hawaii to Japan.
Sign up now for Uptime Tech News, our weekly newsletter on all things wind technology. This episode is sponsored by Weather Guard Lightning Tech. Learn more about Weather Guard’s StrikeTape Wind Turbine LPS retrofit. Follow the show on YouTube, Linkedin and visit Weather Guard on the web. And subscribe to Rosemary’s “Engineering with Rosie” YouTube channel here. Have a question we can answer on the show? Email us!
Welcome to Uptime Spotlight, shining Light on Wind. Energy’s brightest innovators. This is the progress powering tomorrow.
Allen Hall: Offshore wind obviously is a big deal right now. There’s a lot of, uh, countries looking at it and investigating it, doing it, uh, but not really at scale yet. And this is where ECO TLP comes in and. Nicole, let’s just start there with a background. What problem were you trying to solve when you started Eco TLP?
Nicole Johnson-Murphy: Yeah, so, so we were designing for, uh, a site off of Hawaii in 2011, uh, for the Hico RFP. And so we were designing for 300 meter water depth from the beginning. Um, so we were always trying to find a way to work with the ports, with the vessel, with the infrastructure that was existing off Hawaii. And with, and that worked with Jones Act vessels.
So we were always trying to meet that [00:01:00] requirement with, you know, and meet the cost, try to, we saw there were much tighter margins in offshore wind than in oil and gas, for example, at that water depth. So we’re trying to find something that was cost effective.
Allen Hall: Next question, obviously is what makes those deep water foundations so difficult?
Gordon Jackson: Well, it’s the water depth, uh, primarily, um, you know, uh, you need to put foundations down in, uh, extremely deep water. Um, and they’re gonna be pretty flexible. Um, so you’re trying to control the, the amount of motion that you get at the surface through your, uh, uh, you know, your deep water, uh, facility. So, um, it’s really.
Really that challenge, you know, and, uh, you know, the weight of components through the water depth, like, um, you know, likes of chain would be completely impossible. Um, in 300 meters of water. Uh, you need to use something that’s a little bit lighter. Yeah, to mow you to the, uh, to the seabed
Allen Hall: [00:02:00] because it does seem a little odd just not to make the foundations taller, basically.
More steel drive it down in, we know that process, we understand that process. It works offshore, uh, near shore in a, in a lot of locations. But once you get to what depth as it becomes financially or engineering wise, impossible
Gordon Jackson: for offshore wind, fixed, fixed structures in, I mean, maybe a hundred meters of water are gonna be.
Economic. Um, but you know, they’ll be costly compared to what’s been done now because, uh, you know, of all the extra structure you need for the, uh, for the deeper water. But, uh, I think you’ll see, you know, a crossover between fixed and floating, you know, around the, um, you know, 70 to a hundred meter water mark.
You know, that’s sort the range.
Allen Hall: Well, and that leads to the next question, which is. It’s all financial, right? At some point, the numbers [00:03:00] don’t work. If the cost of foundations don’t come down, especially in fixed bottom offshore or floating offshore, we lose a lot of offshore wind resource. Uh, Nicole can, can you gimme a scale at what we’re missing if we don’t get to a more economical solution for floating offshore?
Nicole Johnson-Murphy: So we’ve estimated for our market for, um, a very deep water market. So we, we now actually have a, a solution that goes across all water depths. So we’re starting with, um, you know, this, this gravity based structure now with, and, and Gordon’s team has been really involved in that, uh, development. And then now we can take that same slip form, concrete cylinder.
Format and take it across all the water depths. So, so we basically can hit every water depth now for a very low cost. It’s a very simple, just, you know, local, regionally designed and built, uh, system. We, we crowdsource the labor and the inputs. Um, and so we [00:04:00] try to, and we also try to give the procurement team of our clients their, you know, an ability to do their job and, and be able to bid out aspects of our design, um, across.
Different vendors. So you always wanna give, in construction, you always wanna give, uh, the procurement team a job to do so they can actually get that price, keep that price down on the installation.
Allen Hall: Yeah, that’s a unique look that eco TOP is putting to this problem. Which is moving away from steel, which is expensive obviously, and it’s sort of difficult to transport at times to a more localized solution, which is concrete.
And thinking about the problem a little bit differently, does that open up a number of doors then in terms of the countries that can get involved in, in floating or near shore, uh, wind projects, but just because you’re driving the cost down?
Nicole Johnson-Murphy: Absolutely. And I’ll let Gordon speak to the ax. He’s worked. His whole career in offshore concrete.
But I think it’s, I think it’s a, it’s a great, it’s the only way we would do it. We actually have shipyards in our companies, our partners own [00:05:00]shipyards, and we, we just would never probably ex try to try to create this many units across the world and scale and steel. We’d only do concrete.
Gordon Jackson: Yeah. My first concrete project sort of broke the mold of how you do, uh, construction of concrete offshore structures.
Uh, it was entirely built within a dry dock and, uh. After we’d gone on and delivered that project, um, that was in the late eighties. I spent the next 10 years, uh, working on projects all around the world, looking at doing the same sort of thing in different countries. Um, because you, you only needed, you know, 10, 12 meters of water, um, at the shore and you could, um, build a structure and um, you know, get it out there in the water.
Um. It really opened up the market for, for offshore concrete structures that, uh, that, uh, first project that we did.
Allen Hall: So using that first project as leverage and knowledge of how to do these things, how much advantage [00:06:00] does concrete give you over steel?
Gordon Jackson: It, it’s difficult to say because it bends country to country.
Um, and, um, you know, quite often you’re competing against, um, you know, steel built in some, uh, very low cost fabrication countries. Um, so if you’re in a high cost, you know, high labor cost country, like, you know, I worked in Australia, um, and um, you know, the labor cost there was extremely high. So concrete wasn’t particularly cheap, but the overall solutions that we came up with, um, were cheap.
You know?
Allen Hall: So does that involve basically like slip forms or how are you, how are you thinking about that problem? Because it’s a huge engineering task and you only learn. By doing it on some level because all great plans, uh, always run into trouble as soon as you try to implement them. So you took all that previous knowledge and then applied it to this problem, and now you have, uh, uh, basically [00:07:00] trimmed or, or slimmed, uh, the design down into, you have a, a very economical model, even in more uneconomical economies because of labor laws and cost of labor and access and those kind of things.
What does that look like now? And what’s your thought process on, Hey, this is what it’s gonna look like? Can we get, uh, keyside, how do we do this and how do we keep this thing simple?
Gordon Jackson: Uh, well the key thing is we’re looking at, uh, a production line approach, which has been, you know, it’s tried and tested for, um, for marine, for marine concrete construction, you know, construction of key walls and um, and you know, the like, um, we’re using exactly that same system.
We’ve just been tried and tested to create a production line of, um, eco TLP units or eco GBS units where we’re building, you know, onshore and where we’re going from station to station, doing a task at each station. [00:08:00] So it’s exactly like a production line, um, you know, that you’re be familiar with and, you know, you load out the completed structure onto a, a barge, um, and then you.
Submerge that barge and your structure floats off and that’s, that’s the real key to getting the, uh, the economy from the, the concrete basis.
Nicole Johnson-Murphy: Yeah, and I’ll say that the opex is really something we focus a lot on because it’s, it’s not just what you’re doing on the CapEx and the development and the port, it’s actually that 30 year lifetime maintenance.
And this is a, when you, we fully submerge our floater, which is basically inert in the ocean. It’s, it’s very eco-friendly with the ocean. There’s no paint, there’s no, you know, maintenance on the floater over the lifespan. You’re, you’re monitoring those, the moorings and the, the weight of any marine, you know, buildup on those moorings and things like that.
But generally it’s a very low maintenance solution and it’s very heavy and kind of like a comfortable car [00:09:00] ride for the turbine. It, it really has slow motions. It, it’s, um, almost like a, you know, a high skyscraper in the water. You know, you’re just the top of that skyscraper is moving a little bit. But you’re, um, you’re really giving it that comfortable, slow ride over its lifetime.
It’s not hitting a lot of turbulence, like a, a different type of odor.
Allen Hall: Yeah. It is a different concept, really, right? That you have this mass at the bottom and you have this mass at the top, which is the, the cell on the wind turbine. And if you can design it just right, everything dampens becomes stable.
Even in turbulent water. How long did it take you to figure out that aspect of the design? Because it does seem like a lot of projects hit a, an end point right there because the motion of the turbine is not good for the lifetime of the turbine.
Nicole Johnson-Murphy: We, we look at it as a, a kind of hybrid spar, CLP, so, so the original design came from my late father who was, who had designed echo fis for children’s [00:10:00] petroleum in the early.
Uh, late sixties, I guess. And, um, so he’d come from oil and gas and he’d come from that concrete, uh, construction background. And, and he is very comfortable with it. And I think, um, Gordon, that’s part of why I like working with Gordon. ’cause Gordon has that same, uh, sort of long-term view on, on these construction principles.
Um,
Nicole Johnson-Murphy: and I think that, that what we saw though is the margins are so different from oil and gas, and so you have to have almost a poor man’s TLP is what we would call it because it’s. It’s gotta be a very simple version of A TLP that can roll out in mass quantities. And, and as you know, coming up with a company that, you know, business plan, you’d wanna be able to, to really scale the business.
And so we had to come up with something that you can make. In different parts of the world at the same time, you’re not tied to one shipyard or one construction.
Allen Hall: Well, even in terms of ship usage, you’re going to reduce the size of the ship considerably. You’re not using big dedicated ships that are really [00:11:00] expensive to operate or to keep in the area, even just to have them there as a lot of money.
You’re thinking about, uh, a different design in terms of. Simple ships that you can find locally. How much does that really lower the cost of deployment?
Nicole Johnson-Murphy: Quite a lot actually. I, I mean, it depends on, you know, so the other, there’s this other, other aspect of installing the wind turbine on the foundation. So we have this fixed to fixed platform concept where you come further, a little bit further offshore and, and give you that, that draft depth that we need.
And then we have a fixed platform that just stays in place and, and we bring the turbines to it and, and float them out. It’s all a self floating. Unit, whether it’s the GBS that, um, Gordon’s been working with us and or the eco TLP. So we, so we we’re really independent of those large vessels. Um, for the most part, you know, we’re, we’re really try and then you, once you install the turbine, you can tow the entire unit out with two tugs.
Two to three tugs.
Allen Hall: That’s remarkable. So essentially because you [00:12:00] used, uh, a basic. Uh, Henry Ford type process to, to create these foundations and to think about the problem differently. Not only can you deploy it, uh, easier than a lot of things we’re doing right now on top of it, it works over a variety of depths and I think that’s a the hard thing for people to grasp because when we talk about offshore particularly start getting off the continental shelves here, you’re talking about.
More than a hundred meters typically of water. But you also have a, the gravity based system and the TLP system are all sort of interconnected into the basic philosophy. Can you, can you explain like the, the, the backbone of how that engineering works?
Gordon Jackson: Uh, well it’s essentially, it’s, um, we’re using the same structural form in both, both fixed and floating.
It’s, it’s basically, it’s two cylinders, uh, you know, one inside the other. A little bit of structure, which joins the two cylinders together. Um, that’s it.
Allen Hall: Gord, you make it sound so simple, but the, the [00:13:00]engineering is complicated to get to that point. And once you get to that level of, oh, that design actually works in a variety of depths, that opens up your customer base quite a bit.
Have you had inquiries from sort of nearshore people? Or fixed bottom people thinking like, whoa, I could actually save myself a bunch of time and money, which is the, the real limiting factor on offshore wind at the moment. Are you starting to see some momentum there that, uh, operators, developers are starting to rethink this problem and not just do what they did last week?
Nicole Johnson-Murphy: Absolutely. I mean, one of the ways we came about the g you know, taking the Ecot P and transforming it to the eco GBS was, was recommended by a client, was, you know, that was their, their ask actions. That’s, that’s always the best way to start. A product development cycle because, you know, somebody’s interested.
Um, and I think, you know, and part of the reason I found Gordon to work with early on in our, um, the life of our company is, is his background in, in GBS development. He did, he developed the gravitas, uh, GBS [00:14:00] 10 years ago. So I think we, we got lucky that our, uh, civil structural engineering partner with AUP was, was already really comfortable with, you know, looking at this.
Allen Hall: Um,
Nicole Johnson-Murphy: so I think that’s, that’s part of, you know, you always want the clients to be interested, you know, before you start investing. You know, you don’t wanna design a product that’s in your head or your, you know, in your, in your company lunchroom without a real ask for it.
Allen Hall: Right? And I, I think also you have a, once you have the engineering pretty well done and.
Obviously do now you’re trying to touch a number of countries and every culture has its own way of, of one of the construction business to do it slightly differently. South Korea does it different than Scotland, for example. You are working across cultures and trying to make the the same design. Uh, apply to all those different areas.
Are, have you learned [00:15:00] some things from that? Is it, are you able to basically set the same assembly line in every place? Or, or are there different, different kinds of concrete, different kinds of access, different kinds of ports that you have to deal with? What are those variables there that, that change the way you do business?
Gordon Jackson: All the characteristics, ports are, uh, you know, obviously different. Um, but you know, really you just need space. Um. And access to reasonably deep water. Um, you know, from, from that, uh, from that space. And, uh, you know, it can get surprisingly difficult to find that, um, certainly in the UK and, uh, you know, in Northern Europe, people wanna build marines and, uh, waterfront living, uh, rather than having, uh, you know, an industrial facility, uh, you know, on the doorsteps.
So, you know, in, you know, developed countries. Um. It can be hard to find that space. But, um, you know, in some, some parts of the world, you know, there’s lots of [00:16:00] space, um, available. Um, some good port facilities that can be, can be utilized. Uh, and then it’s just in, in all civil engineering works, you know, um, you go to do the job, you go wherever the job is, you mobilize there.
Um. You know, you put in the systems, uh, and equipment that you need to build, build a structure, and then normally you go away at the end of the job, you know, you hand it over to the client. Um, you know what, what, um, what would be good here is if we could set up some regional centers where you’ve done the, done the investment in the yard, um, and then you can, uh, you can amortize those costs of development over a number of projects.
Then you should start to see, uh, you know, real, real good cost savings.
Nicole Johnson-Murphy: Just one thing, you know, our footprint of our, of our cylinders is about a third of the footprint of a semi sub, for example. So, [00:17:00] so our footprint on the land port is very small.
Allen Hall: Well, I think that makes sense because if you watch the fixed bottom projects, particularly in the United States.
The first thing they had to do is rebuild the ports. The ports weren’t set for the scale and so they needed to expand the ports. That means you have to acquire land, you’ve gotta develop it. There’s a lot of processes involved. ’cause you’re talking about city, state, and federal government being involved.
Obviously federal in the United States is a problem. Uh, so just getting the port developed was a huge process for. Fixed bottom. You’re thinking about that differently though, because the, the reduced amount of space, the, uh, you don’t have to be in a huge industrial area, but all obviously it would be nice, but you do run against that problem.
Are you thinking, uh, when you talk about regional centers, are you thinking kind of Mediterranean, west Coast, us, Australia, one in Japan? How do you think about that problem? Because. [00:18:00] Once you get a a site established, it does seem like because of the, how fast you can move these things around that it’ll become a pretty good job center for a lot of people.
Nicole Johnson-Murphy: Yeah. There’s a long-term maintenance, you know, crew that needs to be developed while we build these. Um, yeah, I think, I think, you know, it’s been a moving target of what’s really gonna develop in offshore wind. It’s like Lucy and Charlie Brown with football. I think we, we constantly try to, you know, get lined up to, to kick football and then it falls.
It’s more of the developers I, I feel for on that ’cause they’re these investing tremendous amount of money for these, these development sites. Um, so, you know, we are open to any, you know, we’ve been, we’ve looked at, um, some developers are looking at steel production and concrete production, you know, two different reports servicing.
An array and we’re really flexible. It doesn’t, doesn’t matter. When we first started on that Hawaii project, we were gonna do floating pla, you know, floating, um, [00:19:00] barges to slipform. And, and we talked about that with Arab. Some still this floating dock idea and, and submerging that dock. And it’s just a matter of finding the right, uh, a large enough, um, dock for that type of, so then you’re not even using the land base port.
You’re learn, you’re using kind of just to. Maybe a 400 foot frontage on the, on the, along the port.
Allen Hall: Well, that’s amazingly small, right? Because if you look at some of these ports right now that are doing, uh, fixed bottom offshore, they’re massive, they’re huge sites. You’re talking about something roughly a 10th of the scale to get the same end result, which is turbines in the water
Nicole Johnson-Murphy: for our part of it.
I mean, we still, you still have the components and, and those are, that’s a, it’s another logistical challenge, and so I understand why the ports are. Looking at a lot more lay down space and things, but you know, maybe at a certain point these components are so large that they just stay on a vessel and they, and we, we take them off of a vessel directly and load them in.
Allen Hall: Yeah, I think that’s one of the, the considerations [00:20:00] is do you really tie it to land in, in terms of needing a, a massive amount of space, acres of space, thousands of square meters of space. Do you need that or is this, or can you do it much more efficiently because that overhead adds up over time. Not only are you trying to save on, on the ships and the, especially the dedicated ships, you’re also looking at smaller footprints on shore and doing it a lot more economically.
What does that future look like now, because it does seem like we’re at a precipice where floating wind is no longer just being discussed. In theory, it’s, it’s going to be implemented. What are those next steps here for Eco TLP?
Nicole Johnson-Murphy: So next week we’re headed to Tokyo, to Japan for the wind. Expo and, um, Eric is also presenting at the Asia Wind Offshore Show.
Um, I think we’re, you know, we’re, we’re good to learn. I mean, there’s just so much to learn about each culture, and I think this is something that, you know, Gordon and I’ve talked about in terms of these international [00:21:00] projects, you’ve, you’ve gotta understand your culture that you’re moving into and you’ve gotta understand how to mediate across those different companies that come in.
Our company has seven different. Countries represented in our team. So right now, so, so we’re, we’re a US company, but we’re barely, you know, we’re just kind of by name, but I think most of our team members are, are not in the us and, and that’s international collaboration is something, um, I, I really, I really loved working on it.
And I think, so when we go to Japan next week, it’s really mainly just to learn. You know, we don’t. We have a lot to learn about Japan, and, and that’s what’s fun about each of these, these regions.
Gordon Jackson: And that’s where we can help because, uh, you know, we’ve got a presence in Japan. We’ve been doing offshore wind in Japan, so we’re there, we’re there to help eight to eco TLP with our, those little contacts and uh, you know, h do business, uh, uh, in Japan and things like that.
So, you know, [00:22:00] we have a big international network, so you know, it can help. Some, uh, in some areas, you know, open some doors and, uh, forge some, uh, some friendships between, uh, count companies.
Allen Hall: Courtney did a big project out in Perth, Australia, which is a difficult place, right. Australia is a very difficult place to manufacture things.
What are some of the lessons learned and and what was that process like?
Gordon Jackson: So he had a, a client, uh, a very small client who was prepared to. Seed responsibility for delivering his project to a, to a team, an alliance team. Uh, and he just, um, interviewed a number of teams and, uh, we were lucky enough to be selected, uh, as the team to deliver their project.
There was no tendering, uh, it was just done on, you know, how the, how the client felt about the, the individuals that he met. Um, and that, that was [00:23:00] very new to me. Um, and, um, the whole project was delivered, uh, by companies from the uk, from from Australia, from Singapore, uh, from be Netherlands, you know, the Marine, uh, the marine, uh, vessels.
You know, a lot of ’em are coming from, uh, from, uh, Northern Europe, uh, even though you’re in Australia. Um, and, um, you know, every company wants to do things differently and they all want to look after their interests, but the big thing about this alliance project was that, uh, you were, you were focused on one particular project and we were, um, we were coached and, and facilitated, and trained to, um, to throw away our, you know, our company affiliations and work together.
And, uh, you know, to collaborate together. And, um, [00:24:00] you know, we’re all working towards the, the end goal of delivering a particular product. And I think that’s, I think it’s got a lot of, um, lot of potential to be used in the offshore wind sector. This, this was, uh, you know, uh, an oil platform that we were gonna build on the, uh, the northwest shelf of Australia, um, which happened to be built in concrete, um, because the client.
The client came to us with a, with a, a notion of, of doing something in concrete, um, which we, we took his idea, uh, decided we could do something a little bit cheaper and more straightforward and, um, you know, went on to deliver it. We were given the opportunity to deliver it. And, uh, yeah, I, it was my best project.
Uh, it was a tremendous experience for all the companies involved. And you know, everyone made money so everyone’s happy.
Allen Hall: That is difficult, right? You, you do see on these offshore projects, people coming from around the world to [00:25:00] work on this one big effort, a lot of money, and at times, thousands of people involved.
You see companies stu stumble there, uh, obviously because you’re trying to tie cultures, you’re trying to tie companies together, but at the end of the day, you have to get this project done. Are, are there some top level lessons learned from that of, of how to bridge those differences?
Gordon Jackson: Well, I did another project, uh, this was a, a steel project, um, where we had a, a US oil company.
Uh, and, um. The successful contractor was Hyundai in Korea. And they said to, said to me over the course of the project,
Nicole Johnson-Murphy: uh,
Gordon Jackson: we always lose money with, um, with American oil companies. You know, why, why are we doing business with them? Uh, and it, and it all came down to the, you know, the, the approach to the [00:26:00]contract.
You know, um, Hyundai used to. Working in a more collaborative way with our clients, whereas, you know, this project, you know, this is what the contract says, this is what you’ve taken on to do, you know, there’s no negotiation, you know, you’ll do it and that’s how much money you’re getting. And, uh, you know, um, but they find that very difficult.
And, uh, it was at the time when they were sort of opening up their business more internationally. Um, and I think it was a big learning experience for them. Um. So, yeah. Um, I think a lot of the offshore wind tried to follow the same path and, um, yeah, I think more collaborative working is to be encouraged for me.
Um, you know, more talking to each other and negotiating rather than, uh, you know, imposs.
Allen Hall: Where should developers go to find out more about Eco TLP? [00:27:00] Because you have a gravity based system. You got attention lake platform, there’s a, there’s a lot inside of the company. What’s the first stop? Should they visit your website?
Should they connect with you on LinkedIn? Where do they go?
Nicole Johnson-Murphy: The LinkedIn where website is great.
Allen Hall: So go visit Eco TLP. It’s E-C-O-T-L-P. Com, Nicole and Gordon, this has been a great discussion. I’ve learned a lot. It’s very exciting because I think you’re on the precipice of something great. So thank you for joining me today.
Gordon Jackson: Thank you. Thank you.
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