Scrutiny of a RCC Beam by Ansys with Non-Identical Collapsed Mechanisms under Assorted Loading Conditions
K. Madhan Gopal1, G. Sreenivasulu2, Sunkesula Sudhakar3
1K. Madhan Gopal, Assistant Professor, Department of Civil Engineering, Rajeev Gandhi Memorial College of Engineering and Technology, Nandyal, (Andhra Pradesh) India.
2G. Sreenivasulu, Professor, Department of Civil Engineering, Rajeev Gandhi Memorial College of Engineering and Technology, Nandyal, (Andhra Pradesh) India.
3Sunkesula Sudhakar, PG student, Department of Civil Engineering, Rajeev Gandhi Memorial College of Engineering and Technology, Nandyal, (Andhra Pradesh) India.
Manuscript received on September 23, 2019. | Revised Manuscript received on October 15, 2019. | Manuscript published on October 30, 2019. | PP: 6577-6585 | Volume-9 Issue-1, October 2019 | Retrieval Number: A1830109119/2019©BEIESP | DOI: 10.35940/ijeat.A1830.109119
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Abstract: Scrutiny of reinforced concrete beam by Ansys with non-identical collapsed mechanisms under assorted conditions. As per is code: IS: 456-2000. to evaluation for finite element examination a beam element various kinds of authors are done their research by using software’s like Ansys, abacus, civil FEM, mat-lab from this one they are studied based on various types of work flows regarding fracture proliferation patterns, in this journal i would like to do numerical examination by FEA software as well as experimental work repercussion analogy from data source. Potential of work is based on the design conditions of design of singly reinforced beam doubly reinforced concrete beam.
Keywords: Scrutiny, Ansys, FEA Proliferation patterns, design of singly reinforced beam, doubly reinforced concrete beam.