李云鹏, 艾传志, 杨志法, 王芝银, 张路青, 张世辉. 层状岩板冲击载荷及参数反演[J]. 力学与实践, 2008, 30(5): 37-39. DOI: 10.6052/1000-0992-2007-292
引用本文: 李云鹏, 艾传志, 杨志法, 王芝银, 张路青, 张世辉. 层状岩板冲击载荷及参数反演[J]. 力学与实践, 2008, 30(5): 37-39. DOI: 10.6052/1000-0992-2007-292
BACK ANALYSIS OF IMPACT LOAD AND PARAMETERS FOR LAMINAR ROCK PLANK[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 37-39. DOI: 10.6052/1000-0992-2007-292
Citation: BACK ANALYSIS OF IMPACT LOAD AND PARAMETERS FOR LAMINAR ROCK PLANK[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 37-39. DOI: 10.6052/1000-0992-2007-292

层状岩板冲击载荷及参数反演

BACK ANALYSIS OF IMPACT LOAD AND PARAMETERS FOR LAMINAR ROCK PLANK

  • 摘要: 根据现场被冲击物的实际量测破坏形态,利用直接反演分析原理,以数值仿真分析所得叠层岩板破坏规律与现场实际岩板破坏形态的相似度最大为追求目标,进行识别反演层状岩板冲击载荷的数值范围和动抗拉强度估计值. 文中分析思路对初始信息及量测信息溃乏的工程问题的反演分析尤为适用.

     

    Abstract: According to the in-situ measurement of damage shape ofimpacted object and the theory of direct back analysis, the magnitude of theimpact load and the dynamic tensile strength for laminar rock plank areidentified by taking the similitude-degree between the measured damageshape and thenumerical simulated shape as the target function. The analysis method iseffective for some ancient architectures, especiallywhen the initial information and measurement data, are scare.

     

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