Compare the Strength and Axial Displacement in All the Samples using a Welded Wire Mesh on the Periphery of the Steel Reinforcement

Deeksha Shrotriya; Dr. Abhay Kumar Jha; Radeeb Ul Islam

Title:
Compare the Strength and Axial Displacement in All the Samples using a Welded Wire Mesh on the Periphery of the Steel Reinforcement

Authors:
Radeeb Ul Islam | Deeksha Shrotriya | Dr. Abhay Kumar Jha

Cite This Article :

Radeeb Ul Islam | Deeksha Shrotriya | Dr. Abhay Kumar Jha "Compare the Strength and Axial Displacement in All the Samples using a Welded Wire Mesh on the Periphery of the Steel Reinforcement" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5, August 2022, pp.1417-1419, URL: https://www.ijtsrd.com/papers/ijtsrd50667.pdf

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Abstract :
A compression member is an important component of reinforced concrete structures. Compression member such as column, in general, It can be defined as an element that carries direct axial stresses which result in compressive stress of such amount that these stresses largely have effect on its design. Both column & strut are compressive elements, the effective length of which is more than 3 times the least horizontal dimensions. When an element carries mainly axial stresses is vertical, it’s called as a Column, while if it is inclined or horizontal, it’s called as a ‘Strut’. Depending upon structural or architectural requirements, Columns are mainly seen in shapes, i.e. (circular, rectangular, square, hexagonal, etc.). Concrete as we came to know through various experiments is stronger in compression.

Keywords :
compression member, circular, rectangular, square, hexagonal, dimensions

Publication Details:

Unique Identification Number : IJTSRD50667

Published In : Volume-6 | Issue-5, August 2022

Page Number(s) : 1417-1419

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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