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拱坝非线性地震反应分析 总被引:2,自引:0,他引:2
本文根据一致粘弹性模型的概念,引入应变率的影响,将混凝土静态William-Warnke三参数模型改造成一致粘塑性William-Warnke三参数本构模型,并用这个模型对某高拱坝进行了非线性地震响应分析,与线弹性模型和应变率无关的William-Warnke三参数模型的结果进行了比较,初步探讨了应变率对拱坝地震反应的影响。 相似文献
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比例边界有限元法最初应用于土-结构的相互作用分析,经过近几年的完善和发展,如今已经能够应用到其他很多领域。但是因为比例边界有限元理论是基于相似性要求的,使得其在处理几何形状复杂的结构时,会有很大的局限性,从而在某些领域的应用仍旧受到限制。同时由于其全时空耦合,导致大量计算量和工作量,也是其应用受限的一个原因。采用子结构法,打破这些局限性,并且分别针对有限域、无限域的问题,对比例边界有限元子结构法进行了研究,得出了有利于比例边界有限元法在工程实践中应用的结论,为其在实际工程应用中提供了可靠的依据和规律。 相似文献
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An elastoplastic damage constitutive model to simulate nonlinear behavior of concrete is presented. Similar to traditional plastic theory, the irreversible deformation is modeled in effective stress space. In order to better describe different stiffness degradation mechanisms of concrete under tensile and compressive loading conditions, two damage variables, i.e., tension and compression are introduced, to quantitatively evaluate the degree of deterioration of concrete structure. The rate dependent behavior is taken into account, and this model is derived firmly in the framework of irreversible thermodynamics. Fully implicit backward-Euler algorithm is suggested to perform constitutive integration. Numerical results of the model accord well with the test results for specimens under uniaxial tension and compression, biaxial loading and triaxial loading. Failure processes of double-edge-notched (DEN) specimen are also simulated to further validate the proposed model. 相似文献
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