NON LINEAR BUCKLING ANALYSIS OF REINFORCED CONCRETE WALL BY USING DIFFERENT PARAMETERS

Abstract

 Structural walls are used worldwide to resist gravity and earthquake loads. Buckling of longitudinal bars is one of the types of damage in reinforced concrete (RC) structures subjected to axial compressive loading. The aim is to study non linear buckling behavior of reinforced concrete wall by using finite element model. G+20 storey residential building is analysed by response spectrum method and secondly, the ground structure shear wall is to be analyzed which having maximum axial load for buckling behaviour. This paper investigates effect of several parameters which is affecting to the behavior of wall. These parameters includes; slenderness ratio, percentage of reinforcement. The RCC wall is analyzed by taking different percentage of reinforcement with constant slenderness ratio for varying axial compressive loading and lateral loading. Finite element modeling was performed in ANSYS software.

Authors and Affiliations

Jyoti S. Tekavde

Keywords

Related Articles

 PERFORMANCE ANALYSIS OF COOPERATIVE COMMUNICATION FOR DUALHOPE RELAYING NETWORK WITH HARDWARE IMPAIRMENT OVER RAYLEIGH FADING CHANNEL

 The cooperative communication becomes an important topic in the field of wireless communication network to improve the reiliability and speed of communication over long distance and curvbed surface. As distance is...

 HERMOSOLUTAL CONVECTION IN A HETEROGENEOUS VISCO-ELASTIC (OLDROYDIAN) FLUID LAYER IN A POROUS MEDIUM

 The paper critically examines, within the framework of linear stability analysis, the thermosolutal convection in a heterogeneous visco-elastic (Oldroydian) fluid layer in a porous medium. In the present paper, st...

 CLASSIFICATION OF MRI BRAIN IMAGES USING DISCRETE WAVELET TRANSFORM AND K-NN

 Presented work is a feature extraction and classification study for diagnosis of Brain cancer (abnormal) and normal brain images. The proposed method consists of two stages, namely feature extraction and classific...

 EFFECTS OF PAIR-SHARE APPROACH IN TEACHING SCIENCE AND HEALTH AMONG GRADE THREE PUPILS IN BURABOD LEMENTARY SCHOOL

 This study aimed to determine the effects of pair-share approach in teaching Science and Health among Grade III pupils in Burabod Elementary School, Biliran, Biliran. This study employed the alternating strate...

 A REVIEW ON GREEN WALLS TECHNOLOGY, BENEFITS & DESIGN

 A ‘Green Wall’, also commonly referred to as a ‘Vertical Garden’, is a descriptive term that is used to refer to all forms of vegetated wall surfaces. Green wall technologies may be divided into two major categori...

Download PDF file
  • EP ID EP101630
  • DOI 10.5281/zenodo.57156
  • Views 104
  • Downloads 0

How To Cite

Jyoti S. Tekavde (30).  NON LINEAR BUCKLING ANALYSIS OF REINFORCED CONCRETE WALL BY USING DIFFERENT PARAMETERS. International Journal of Engineering Sciences & Research Technology, 5(7), 676-681. https://europub.co.uk/articles/-A-101630