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Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test

机译:间接拉伸试验下混凝土混凝土的测定

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This paper presents determination of the Mohr-Coulomb material parameters for concrete under indirect tensile testing, design of experiments and numerical simulations. Experiments are designed to control input variables associated with inhomogeneous starting material, sample preparation and testing equipment. Statistical analysis of the experimental data is applied in order to correlate material's deformational behaviour with change in cement content. Presented paper discusses a simple method, based on experimental and theoretical framework, to determine two material parameters for concrete: cohesion (c) and angle of internal friction (Φ) from indirect tensile test. Cohesion is obtained from experimental results using elastic and plastic theory of concrete deformation. Prandtl's theory is applied to obtain the angle of internal friction from measured bearing capacity and cohesion. Numerical analysis by finite-element method is used for verification of experimental results, employing step-by-step integration procedure for solving the boundary value problem.
机译:本文介绍了间接拉伸检测下混凝土的MOHR-CULOMB材料参数,实验设计和数值模拟的测定。实验旨在控制与非均匀起始材料相关的输入变量,样品制备和测试设备。应用实验数据的统计分析,以便将材料的变形行为与水泥含量的变化相关。提出的论文讨论了一种基于实验和理论框架的简单方法,确定混凝土的两种材料参数:间接拉伸试验的内聚力(c)和内部摩擦(φ)的角度。利用混凝土变形的弹性和塑料理论,从实验结果获得凝聚力。 Prandtl的理论应用于从测量的承载能力和内聚力获得内部摩擦的角度。有限元方法的数值分析用于验证实验结果,采用逐步集成程序来解决边值问题。

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