首页> 外文会议>RILEM Symposium on Fibre-Reinforced Concretes >INVERSE NUMERICAL APPROACH TO DETERMINE THE UNIAXIAL TENSILE BEHAVIOUR OF A STRESS HARDENING CEMENT COMPOSITE FROM ITS BENDING BEHAVIOUR
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INVERSE NUMERICAL APPROACH TO DETERMINE THE UNIAXIAL TENSILE BEHAVIOUR OF A STRESS HARDENING CEMENT COMPOSITE FROM ITS BENDING BEHAVIOUR

机译:从弯曲行为确定应力硬化水泥复合材料的单轴拉伸行为的反数值方法

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The "Laboratoire Central des Ponts et Chaussees" (L.C.P.C.) has patented a new cement composite, CEMTECmultiscale®, which has been developed to be stress hardening in tension. One of the industrial applications aimed is related to thin slabs. Consequently, the research objective is to characterize the tensile behaviour of the material for this kind of application. To achieve this, the uniaxial tensile behaviour is determined from a bending test (easier to perform than a uniaxial tension test) and using an inverse numerical approach. This paper presents the principles and the results of this approach.
机译:“Laboratoire Central des Ponts et Chaussees”(L.C.P.C.)专利了一种新的水泥复合材料,CemtecMultiscale&Reg;这已被开发为张力强调强调。 旨在的一个工业应用与薄板有关。 因此,研究目的是表征用于这种应用的材料的拉伸行为。 为此,单轴拉伸行为由弯曲试验(比单轴张力测试而更容易)确定,并使用逆数方法。 本文介绍了这种方法的原则和结果。

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