钢质埋地管线在不同场地走滑断层下的可靠性研究  被引量:1

Reliability research for buried steel pipeline subjected to strike-slip fault on different soil sites

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作  者:郝二通 柳英洲 柳春光[1] 

机构地区:[1]大连理工大学建设工程学部,辽宁大连116024 [2]辽宁工程技术大学建筑工程学院,辽宁阜新123000

出  处:《地震工程与工程振动》2015年第2期215-222,共8页Earthquake Engineering and Engineering Dynamics

基  金:国家自然科学基金项目(51178079;重大项目90915011);"973"国家重点基础研究发展计划项目(2011CB013605-4)

摘  要:断层是造成埋地管线破坏的最重要原因。简化埋地管线小变形段为等效边界弹簧,对管材为三折线本构模型的等效边界弹簧本构方程进行了推导。基于ANSYS软件的有限元概率设计系统,考虑了管线外径、壁厚、内压、埋深及走滑断层位错量等随机输入变量,运用蒙特卡罗方法进行了软土、中等土、硬土3种场地走滑断层位错作用下钢质埋地管线的可靠性分析。研究发现:管线应变和失效概率随场地硬度提高显著增大,而应力增大不明显;三种场地走滑断层位错作用下,对应变的敏感性从高到底依次为走滑断层位错量、壁厚、埋深、内压。研究完善和丰富了该方面理论,为埋地管线抗震设计提供了一些合理且经济的建议。Fault movements represent the most severe earthquake effects on buried pipeline. The small deformation section of pipeline is simplified as an equivalent boundary spring, and its constitutive equation is deduced for tri- linear constitutive model of pipe materials. Based on the finite element probabilistic design system provided by AN- SYS software, the reliability analysis of buffed steel subjected to strike-slip fault is performed in soft, general and hard soil sites by Monte Carlo method considering the random input variables, including diameter and thickness of pipeline, internal pressure, buried depth and displacement of strike-slip faults. It is found that with the increase of site hardness, the strain and the failure probability of pipeline increase significantly, but the stress does not in- crease obviously. The sensitivity analysis indicates that the influential degrees of the parameters on the strain from high to low are displacement of strike-slip faults, thickness of pipeline, buried depth and internal pressure in three different sites. The research improves the theory of this aspect, and provides some reasonable and economic advice for seismic design of buried pipeline.

关 键 词:走滑断层 钢质埋地管线 等效边界弹簧 蒙特卡罗法 可靠性 

分 类 号:TU352[建筑科学—结构工程] P315.9[天文地球—地震学]

 

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