摘要
以锁口钢管桩抗弯刚度折减行行为为研究对象,结合既有欧洲规范对抗弯刚度折减行为的定义与对U型钢板桩抗弯刚度折减行为研究,对锁口钢管桩的抗弯刚度折减行为进行有限元分析,并研究钢管桩壁厚、直径与桩长三因素对抗弯刚度折减行为的影响。分析结果表明:锁口连接处摩擦力对锁口钢管桩抗弯刚度折减不产生影响,而冠梁是影响其抗弯刚度折减的重要因素。钢管壁厚与直径越小,置入深度越大,冠梁对抗弯刚度折减的削弱就越强。
Taking the reduced modulus action （RMA） of steel pile sheet piles as the research object, and combing the definition of RMA in Eurocode and the study of RMA in U-section steel sheet piles were combined. The RMA of steel pipe sheet piles was analyzed by finite element method, and the impacts of thickness, diameter and length of the steel piles to RMA were analyzed subsequently. The results indicate that the friction in the interlock does not influence the RMA of the steel pipe sheet piles, however, the capping beam is an important factor for RMA. The reduced modulus decreases along with the increase of thickness and diameter of steel piles and the reduction of pile length.
出处
《中南大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2013年第4期1551-1556,共6页
Journal of Central South University:Science and Technology
基金
国家自然科学基金资助项目(51178281)
上海市科委资助项目(08201202002)
关键词
锁口钢管桩
抗弯刚度折减
冠梁
基坑支护
steel pipe sheet piles
reduced modulus action
capping beam
excavation support
