Analysis and Modelling of Reinforced Concrete Beams

P. Reddy, Dr. Shaik Kamal MD Azam
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Abstract

The work is to understanding the behaviour of structural components like beams and columns during loading is crucial for the development of efficient and safe structures. In this report, the reinforced concrete beam has been analyzed and modelled when subjected to two-point loads and single-point load conditions, using the Finite Element Analysis tool, popularly called ANSYS software. The analyzed and modelled beam has a dimension of 500mm × 100 mm × 100 mm with 2 numbers of 8mm diameter bars are main reinforced, and 2 numbers of 8 mm diameter are hanger bars. The behaviour of the analysed beam has been observed regarding the shear behavior, crack widths and displacement for various static loading. According to the analysis carriedout on the Reinforced Concrete beams using ANSYS, it is observed that results are more profound to reinforcement size, materials properties, load percentage increment, etc.
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钢筋混凝土梁的分析与建模
这项工作是了解结构部件的行为,如梁和柱在加载期间是高效和安全结构的发展至关重要。在本报告中,使用有限元分析工具(通常称为ANSYS软件)对钢筋混凝土梁在两点荷载和单点荷载条件下进行了分析和建模。分析模拟梁的尺寸为500mm × 100mm × 100mm,其中2根直径为8mm的钢筋为主筋,2根直径为8mm的钢筋为吊杆。分析梁在各种静荷载作用下的剪切性能、裂缝宽度和位移。利用ANSYS对钢筋混凝土梁进行分析,结果对钢筋尺寸、材料性能、荷载增量百分比等影响更为深远。
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