摘要
基于坚向弹性地基梁法的基本理论,运用ANSYS软件,结合ANSYS中单元“死活”的方法与增量法基本原理,探讨了考虑土锚钢板桩支护结构施工因素的竖向弹性地基梁法的几个关键问题及其在ANSYS中的实现方法,通过工程实例验证了方法的可行性。
Several key questions and realizing method in ANSYS are discussed in this paper and supporting structure of steel sheet pile and soil anchor is used as construction factors, when method of beam on elastic foundation is used. Then method talked about in this paper is based on method of beam on elastic foundation, and the method of element birth and death in ANSYS and increment method are to be used. And feasibility of this method is validated by means of one engineering.
出处
《河北理工学院学报》
2005年第1期140-145,共6页
Journal of Hebei Institute of Technology
关键词
钢板桩
土锚
支护结构
竖向弹性地基梁法
施工因素
ANSYS
steel sheet pile
soil anchor
support structure
method of beam on elastic foundation
construction factors: ANSYS