INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15
Concrete structural elements such as beams, columns, walls, slabs, footings exist in various buildings and bridges. It is necessary to understand its behaviour when it is subjected to the different types of loading for an efficient and safe structure. In reality, the most of the problems in the structural elements are nonlinear in nature. In recent finite element analysis method is used to analyse these types of structural elements. This paper discusses about the behaviour of RCC beam when it is subjected to an impact loading. The dimensions of the beam specimen is discussed in the chapter III. The beams are modelled in Explicit dynamic platform of ANSYS. Each beam elements are subjected to velocity of 5 m/s, 8 m/s and 10 m/s. the beam is reinforced with main reinforcement, hanger bars and shear reinforcement. The deformation of the beam specimen with respect to cross section and varying lengths at various velocities are analysed.
Keywords:
ANSYS, Explicit dynamics, Finite element analysis, Nodal velocity, RCC beam
Cite Article:
"Dynamic Explicit of RCC Beam Using ANSYS ", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.9, Issue 1, page no.560 - 563, January-2024, Available :http://www.ijsdr.org/papers/IJSDR2401079.pdf
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000338720
Publication Details:
Published Paper ID: IJSDR2401079
Registration ID:209919
Published In: Volume 9 Issue 1, January-2024
DOI (Digital Object Identifier):
Page No: 560 - 563
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631
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