On the Erasing of the Cyclic Preloading by Monotonic Deformations in Granular Soils

Andreas Wappler, L. Knittel, A. Niemunis, H. Stutz
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Abstract

For the design and construction of Offshore Wind Energy Turbines (OWT), it is essential to predict deformations in the subsoil. Wind and waves cause a high-cycle loading on these structures. To ensure their servicability, reliable soil models for predicitions of cumulative displacement over the expected OWT lifetime are needed. In this work, the explicit constitutive High-Cycle Accumulation Model (HCA-Model) by Niemunis et al. [1] has been modified to account for the influence of large monotonic strains on the rate of subsequent cyclic accumulation. In this research project, 21 drained cyclic triaxial tests on saturated, cylindrical Karlsruhe fine sand samples were performed. The packages of cycles were applied on the specimens one after another. Between the packages, the average stress state was monotonically changed. To examine the reduction of the so called cyclic preloading, the tests were analysed regarding the accumulated strain throughout the packages of cycles in each test and the monotonic strain resulting from the change of the average stress state between the packages. In addition, finite-element calculations on an exemplary shallow foundation of an OWT were performed. Two packages of cycles with modification of the cyclic preloading were studied. The reduction of the cyclic preloading was evident.
颗粒土单调变形对循环预压的消除研究
在海上风力发电机组的设计和施工中,地基变形预测是至关重要的。风浪对这些结构产生高周载荷。为了保证它们的可使用性,需要可靠的土壤模型来预测OWT预期寿命期间的累积位移。在这项工作中,Niemunis等人[1]提出的显式本构高循环积累模型(HCA-Model)进行了修改,以考虑大单调应变对后续循环积累速率的影响。在本研究项目中,对饱和、圆柱形卡尔斯鲁厄细砂试样进行了21次排水循环三轴试验。将循环包依次施加于试件上。在包装之间,平均应力状态是单调变化的。为了检验所谓循环预压的减少,对每次试验中整个循环包的累积应变和包之间平均应力状态变化引起的单调应变进行了分析。此外,还对一个示范性浅基础进行了有限元计算。研究了两种循环预压修改后的循环。循环预压的减小是明显的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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