摘要
采用有限元软件MIDAS GTS对传统管桩的受力与变形进行分析,并与现场试验结果进行对比,验证有限元模拟的可靠性。
The force and deformation properties of pipe pile was simulation analyzed by finite element analysis software MIDAS GTS,comparative test carried on the result of analysis of software with the field test result which can be verified the reliability of the finite element analysis simulations.
出处
《广东土木与建筑》
2012年第2期27-29,共3页
Guangdong Architecture Civil Engineering
关键词
PHC管桩
数值模拟
抗拔承载力
PHC pile pile
numerical simulations
uplift bearing capacity
