This paper is published in Volume-4, Issue-2, 2018
Area
Civil Engineering
Author
Salil Gurudev
Co-authors
Dr. Rakesh Patel
Org/Univ
Sagar Institute of Research & Technology, Bhopal, Madhya Pradesh, India
Pub. Date
01 March, 2018
Paper ID
V4I2-1150
Publisher
Keywords
ANSYS 15.0, Buckling Phenomena, FEM, Linearity, Non-Linearity, RC Wall

Citationsacebook

IEEE
Salil Gurudev, Dr. Rakesh Patel. Study of Linear and Non-Linear Buckling Analysis of Reinforced Concrete Wall, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Salil Gurudev, Dr. Rakesh Patel (2018). Study of Linear and Non-Linear Buckling Analysis of Reinforced Concrete Wall. International Journal of Advance Research, Ideas and Innovations in Technology, 4(2) www.IJARIIT.com.

MLA
Salil Gurudev, Dr. Rakesh Patel. "Study of Linear and Non-Linear Buckling Analysis of Reinforced Concrete Wall." International Journal of Advance Research, Ideas and Innovations in Technology 4.2 (2018). www.IJARIIT.com.

Abstract

RCC walls are used worldwide to resist loads due to gravity and earthquake. Many of the tall buildings had buckled during recent earthquakes due to poor design and construction practices. When the RCC structure is subjected to axial compressive loading it fails due to buckling. The objective of study is to predict the linear and non-linear buckling behaviour of RCC walls using the finite element model. This paper investigates the effect of various parameters that influence the behaviour of the wall. These parameters include; slenderness ratio, percentage of reinforcement. Different percentages of reinforcement with constant slenderness ratio for a wall is analysed through ANSYS 15.0.
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