PLAXIS Monopile Designer
£8,778.00
PLAXIS Monopile Designer – Lower costs for onshore and offshore wind farms
Reduce the cost of wind farms with PLAXIS Monopile Designer, the cost-effective monopile design solution. The software’s advanced design method reduces the amount of steel needed for monopile foundations, resulting in lower costs for fabrication, transportation, and installation. Analyze the ability of monopiles to resist lateral loads with a 1D Timoshenko beam finite element model for accurate results, including for large diameter monopiles and realistic soil reaction curves. Potentially decrease the embedded length of piles by up to 35%.
- Redeem Keys (training credits) for training or services of your choice
- Design offshore monopile foundations cost-effectively
- Transfer results of PISA to your design
- Calibrate soil reaction curves
PLAXIS Monopile Designer – The Cost-Effective Monopile Design Solution
Seequent, in collaboration with Bentley Systems, is dedicated to building a more resilient future by connecting the built world above ground with the hidden world below it. The Virtuoso Subscription from Bentley’s eStore provides access to PLAXIS Monopile Designer and expert technical support from Seequent’s subsurface experts.
Revolutionize Wind Farm Design with PLAXIS Monopile Designer
The highly competitive offshore wind industry demands cost-effectiveness, and PLAXIS Monopile Designer delivers just that. With its advanced design method, the software reduces the amount of steel needed for monopile foundations, thereby lowering the overall costs of wind farms. Transferring results from the PISA Joint Industry Research Project into daily engineering practices has made it possible to design monopiles with less steel, resulting in lower fabrication, transportation, and installation costs.
Optimize Monopile Dimensions with Advanced Analysis
PLAXIS Monopile Designer analyzes the ability of monopile foundations to resist lateral loads with a 1D Timoshenko beam finite element model. The software provides accurate results, including for large-diameter monopiles and realistic soil reaction curves, while retaining many of the assumptions of the conventional p-y approach. Research shows that this approach can potentially decrease the embedded length of piles by up to 35%.