The Ultimate Load of the Fiber-Reinforced Concrete Slab Foundations Subjected the Concentrated Load by ANSYS

Dang B. Tran, R. Čajka
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Abstract

In practice, the slab foundation is used widely in civil engineering. Besides the concrete material, fiber concrete is applied more popular in the slab foundations. Determining the ultimate load of the slab foundations is a complex problem due to the relation of the soil-structure interaction (SSI) problem, which depends on both the structures and the subsoil characteristics. ANSYS is a finite element software which is a reliable and effective technique to simulate the structure model. This paper aims to determine the ultimate load of the fiber-reinforced concrete slab on the ground subjected to the concentrated load by ANSYS software. The nonlinear material of the structure and the subsoil will be considered in this work. The validation test of the numerical model will be through the experiment data. This study has shown that the numerical model is reliable for the structure design.
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利用ANSYS分析了集中荷载作用下纤维混凝土板基础的极限荷载
在实践中,板式基础在土木工程中应用广泛。除混凝土材料外,纤维混凝土在平板基础中应用较多。由于土-结构相互作用(SSI)问题的关系,确定板基础的极限荷载是一个复杂的问题,它既取决于结构,也取决于底土特性。ANSYS有限元软件是一种可靠有效的结构模型模拟技术。本文旨在利用ANSYS软件确定纤维混凝土楼板在集中荷载作用下的极限荷载。在这项工作中,将考虑结构和地基的非线性材料。通过实验数据对数值模型进行验证试验。研究表明,该数值模型对结构设计是可靠的。
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