摘要
以TSC管桩本体结构和接头部位的抗弯试验为基础,进行有限元模拟分析。计算不同荷载等级下管桩的挠度变化,分析管桩受力过程,并研究钢管壁厚对TSC管桩极限承载力的影响,论证有限元模型的适用性。
Based on the bending capacity test on the TSC pile and joint position, we carry out the finite element analysis.The TSC pile deflection under different load levels is calculated, and the TSC pile loading process is analyzed.Meanwhile, the influence of pipe wall thickness on the bending capacity of TSC pile is studied.All these prove the feasibility of finite element analysis in bending capacity calculation of TSC pile.
出处
《水运工程》
北大核心
2016年第7期134-136,164,共4页
Port & Waterway Engineering
关键词
TSC管桩
受弯承载力
有限元
TSC pile
bending capacity
finite element analysis
