FEA FOR A SHEAR WALL BY USING SOLID 186 ELEMENT FOR DIFFERENT OPENING CASE
Mantoo Singh
PG Student Department of Civil Engineering Vaugh Institute of Agriculture Engineering and Technology, Shuats, Prayagraj Up India , IN
Naresh Nischol Harry
PG Student Department of Civil Engineering Vaugh Institute of Agriculture Engineering and Technology, Shuats, Prayagraj Up India , IN
Yeetendra Kumar Bind
PG Student Department of Civil Engineering Vaugh Institute of Agriculture Engineering and Technology, Shuats, Prayagraj Up India , IN
Keywords: Digital Prototype Of Shear Wall With Opening, Fea Of Solid186 Element, Ansys.
Abstract
This Paper Is Presenting Shear Wall Is Used To Resisting The Lateral Loads In Multi-Storey Building That May Be Induced By The Effect Of Dead Load, Wind And Earthquakes. The Study Show That Different Reinforcement Layouts Affect The Response Of The Wall And The Difference In Crack Width Is Mainly Due To The Boundary Reinforcement. In The Condition Of Crack Widths Calculated By Using The Information From Ansys Seem To Be Promising And Useful When Designing And Analysing Structures In Seismic Zones. Four Shear Wall Models With Different Opening Sizes Are Analysed. The Solid 186 Element Is Used For Different Opening Case And Shear Stress,
Shear Strain Analysis For Varying Load And Cycling Load. Due To Various Loading Defomation, Shear Sress And Shear Strain Produced. In Larger Opening Case All The Phenomenon Is More Than Smaller Open Case.
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