Experimental and Numerical Study of Deep Beams by Finite Element Method (FEM)

Sujitha Magdalene P; Kanmani V

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Experimental and Numerical Study of Deep Beams by Finite Element Method (FEM)

机译：有限元方法对深梁的试验和数值研究

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The paper deals with the comparison between experimental and analytical deflection results of reinforced (M20 grade) concrete deep beams. Three deep beams were designed according to the Indian Standard (IS) code provisions with different length to depth (L/D) ratios (1.5, 2, and 2.5). The beams were cast and tested by subjecting it to single central point loading (three point bending test). The loads at first crack and failure, deflections at first crack and failure and the crack widths were observed. Those parameters were also analyzed using software, ANSYS 9.0., which uses non-linear FEM. A graphical plot of load versus deflection was obtained for both experimental and numerical deflection values separately. The comparison between the experimental and analytical behaviour of the beams are also discussed..

机译：本文对钢筋混凝土（M20级）深梁的试验挠度和分析挠度结果进行比较。根据印度标准（IS）规范规定设计了三个深梁，它们的长深比（L / D）不同（1.5、2和2.5）。对梁进行浇铸和测试，使其经受单个中心点载荷（三点弯曲测试）。观察到第一裂纹和破坏处的载荷，第一裂纹和破坏处的挠度以及裂纹宽度。这些参数也通过使用ANSYS 9.0。软件进行了分析，该软件使用了非线性FEM。分别获得了实验和数值挠度值的载荷与挠度的关系图。还讨论了梁的实验和分析行为之间的比较。

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《International Journal of Engineering Research and Applications》 |2018年第7期|共页
作者
Sujitha Magdalene P; Kanmani V;
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Experimental and Numerical Study of Deep Beams by Finite Element Method (FEM)

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