Mike Krapfl, Science Writer, News Service, Iowa State University
Grant Schmitz, eyes inches from a 6.5 by 12-ft panel of ultra-high performance concrete, studied the smooth surface for tiny cracks. He and other research engineers carefully marked every one with black markers. Schmitz, an Iowa State graduate student of civil, construction and environmental engineering, and Sri Sritharan, Iowa State’s Wilson Engineering Professor and leader of the College of Engineering’s wind energy initiative, were trying to answer basic questions about using concrete panels and columns to build wind-turbine towers of prefabricated, easily transportable components.
Are assembled concrete towers a viable alternative to the steel towers now used for wind turbines? Are concrete towers a practical way to raise turbine towers from today’s 80 meters to the steadier winds at 100 meters and taller? Which of three ways to connect the columns and panels works best for wind turbine towers?
“We have definitely reached the limits of steel towers,” Sritharan said. “Increasing the steel tower by 20m will require significant cost increases and thus the wind energy industry is starting to say, ‘Why don’t we go to concrete?’”
And so, Sritharan and Schmitz watched as Doug Wood, engineering specialist and manager of Iowa State’s Structural Engineering Research Laboratory, typed in the commands for the lab’s hydraulic equipment to push or pull with bigger loads on a full-size test segment of a 100m concrete wind turbine tower. With each increase, the segment creaked and thumped.
The goal was to test three column-and-panel segments for the expected loads at the top of a turbine tower. The engineers wanted to see if the segments could handle 150,000 lb, 20% over the extreme load at that height.
Sritharan and Schmitz designed the concrete towers with hexagon-shaped segments, six panels connected to six columns. They tested three methods to connect the panels and columns: bolted connections, horizontal prestressed connections with cables running through the tower pieces, and a grout connection using ultra-high performance concrete poured into joints between panels and columns. In addition, the concrete columns were attached to a foundation using prestressing methods.
All three versions of the test segments withstood 150,000 lb of lateral load. The researchers also tested the segment with the grout connections under a 170,000 lb load, 36% beyond extreme load. In each test, the segments performed well without signs of distress at the operational load of 100,000 lb. Some distress to the test segments was visible at the extreme load and beyond.
“Panel cracking was expected at high loads and will be closed upon removal of the load,” Sritharan said. “This can also be avoided if this is requested by the industry.”
After the testing, Schmitz said, “I definitely think we’re getting close to being able to use this technology in the industry.”
The concrete tower design offers several advantages over steel towers. For instance:
- Increasing steel’s 20-year tower life by using ultra-high performance and high-strength concrete
- Easier transportation because pieces are small enough for standard trucking
- Precast concrete industry is established across the country
- Less reliance on imported steel for turbine towers
- Smaller precast pieces can be assembled on site several ways
- Towers made with the versatile concept can be tailored for any turbine size, even a height beyond 100m.
“We have shown that this system can potentially be deployed to a 100-m height for a 2.5 to 3 MW system,” Sritharan said.
Moving from 80 to 100-m towers is important for wind energy producers. Wind conditions at 100m are steadier and less turbulent. Taller towers also allow for longer turbine blades. Studies indicate all of that can increase energy production by 15%.
Sritharan said as turbine size increases, the need for taller towers will be inevitable.
“A lot of people are talking about tall, concrete wind turbine towers,” he said. “And we’ve already established a new versatile concept with multiple construction options.”
Sritharan said the studies of concrete turbine towers will continue at Iowa State. The project has been supported, in part, by a $109,000 grant from the Grow Iowa Values Fund, a state economic-development program. Industry partners in the experimental program are Clipper Windpower, a company based in Carpinteria, Calif., with a turbine design and manufacturing facility in Cedar Rapids, Lafarge North America Inc. of Calgary, Alberta, Canada, and Coreslab Structures Inc. of Bellevue, Neb.
Schmitz, who described the project for his master’s thesis, could breathe a little easier after the successful testing. “There is a lot of preparation for this,” he said. “We started coordinating the tests in August. We had to arrange for the precast and transportation and assembly through the fall. It’s definitely a relief when you see it handling the capacity it has to meet.”
Filed Under: Construction, News, Towers