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MODELING OF BIAXIAL BENDING OF RC MEMBERS BASED ON FRACTURE MECHANICS

机译:基于断裂力学的钢筋混凝土构件双轴弯曲建模

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This paper describes the modeling of the biaxial bending of RC frames within a new framework called Lumped Damage Mechanics. In this alternative approach, the models are based on the methods of Fracture Mechanics and the concept of Plastic Hinge. Cracks due to biaxial bending are lumped at plastic hinges by the introduction of the adequate damage variables. The expressions of the energy release rates of an inelastic hinge are then derived and crack propagation is characterized via the Griffith criterion. The plastic behavior is described using the interaction surface proposed by Bresler and a limited normality rule. The result is a model conceptually simple and nevertheless accurate enough for engineering purposes. In order to validate the model, some numerical simulations of tests reported in the literature are presented. In the tests, columns built as a cantilever were subjected to axial load and two lateral actions. A good agreement between tests and model can be observed.
机译:本文介绍了在称为集总损伤力学的新框架内对钢筋混凝土框架的双轴弯曲建模的方法。在这种替代方法中,模型基于“断裂力学”方法和“塑性铰”概念。通过引入适当的损伤变量,可将由于双轴弯曲引起的裂纹集中在塑料铰链上。然后推导出非弹性铰链能量释放速率的表达式,并通过格里菲斯准则对裂纹扩展进行表征。使用布雷斯勒(Bresler)提出的相互作用表面和有限的正态性规则来描述塑性行为。结果是模型从概念上讲很简单,但对于工程目的而言还是足够准确的。为了验证该模型,提出了一些文献报道的测试数值模拟。在测试中,作为悬臂建造的圆柱承受轴向载荷和两个横向作用。可以观察到测试与模型之间的良好一致性。

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