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桥梁结构基于拱杆系失效包络图的可视化安全评估
引用本文:鲍鹏,马少春.桥梁结构基于拱杆系失效包络图的可视化安全评估[J].河南大学学报(自然科学版),2012(5):663-667.
作者姓名:鲍鹏  马少春
作者单位:河南大学土木建筑学院
基金项目:河南省科技攻关计划项目(112102310662)
摘    要:基于失效包络图理论,利用几何思想建立桥梁构件及结构整体失效状态新模型;在直杆系失效包络图理论的基础上,提出了适用于桥梁结构拱杆系的失效包络图及安全评估的方法.以连霍高速公路许沟特大桥为实例,通过对三维及二维工作状态可视包络图的分析,给出了桥梁结构拱杆系的失效接近度、安全余度等安全评估的量化指标.

关 键 词:桥梁结构  失效评估杆元  失效接近度  失效包络图  安全余度

Safety Assessment of Visualization of Bridges Based on Arch Truss Failure Envelope Theory
BAO Peng,MA Shao-chun.Safety Assessment of Visualization of Bridges Based on Arch Truss Failure Envelope Theory[J].Journal of Henan University(Natural Science),2012(5):663-667.
Authors:BAO Peng  MA Shao-chun
Institution:(School of Civil Engineering & Architecture,Henan University,Kaifeng 475004,China)
Abstract:Based on the expiration envelope chart theory,used geometry thought establishment bridge member and the structure whole mode of failure new model,and proposed the expiration envelope chart to be suitable arches the trussing in the bridge structure and the method of security evaluation in the straight trussing expiration envelope chart theory’s foundation.This paper took the big bridge of Xugou of the Lianhuo Highway as an example,through to three dimensional and two-dimensional active status visible envelope chart analysis,gave the bridge structure to arch the trussing the expiration proximity,the security redundancy and so on security evaluation quantification target.
Keywords:bridges  failure assessment bar element  failure approaching index  failure envelope  residual safety index
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