Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Study of Behavior of the Masonry Infill Structures Subjected to Lateral Loads
The principal aim of this study is to analyze masonry infills subjected to lateral loads using a 3D finite element modeling software, “ABAQUS”. With the help of Abaqus, a 3D wall is designed with three sides framed and base fixed for ENCASTRE boundary conditions. And the load is being applied to get various results. Firstly, it has been concluded that rigidity increases as Young’s Modulus increases. Further to widen the area of research, Area of the wall is being introduced with an opening in the masonry infill wall with 30%, 45%, 50%, and 45% split openings and concluded that First class brick gives optimum results and increase in opening Percentage of wall tends to decrease in rigidity of the wall. Thus, failure will occur due to diagonal compression so, when force is applied on the infill wall section, a brittle failure occurs in a diagonal direction before the yielding of the stirrups, and diagonal compression mode of failure occurs, (out of plane failure occurs) due to Buckling instability. Both the corners of the wall are crushed.
Study of Behavior of the Masonry Infill Structures Subjected to Lateral Loads
The principal aim of this study is to analyze masonry infills subjected to lateral loads using a 3D finite element modeling software, “ABAQUS”. With the help of Abaqus, a 3D wall is designed with three sides framed and base fixed for ENCASTRE boundary conditions. And the load is being applied to get various results. Firstly, it has been concluded that rigidity increases as Young’s Modulus increases. Further to widen the area of research, Area of the wall is being introduced with an opening in the masonry infill wall with 30%, 45%, 50%, and 45% split openings and concluded that First class brick gives optimum results and increase in opening Percentage of wall tends to decrease in rigidity of the wall. Thus, failure will occur due to diagonal compression so, when force is applied on the infill wall section, a brittle failure occurs in a diagonal direction before the yielding of the stirrups, and diagonal compression mode of failure occurs, (out of plane failure occurs) due to Buckling instability. Both the corners of the wall are crushed.
Study of Behavior of the Masonry Infill Structures Subjected to Lateral Loads
Lecture Notes in Civil Engineering
Gupta, Ashok Kumar (Herausgeber:in) / Shukla, Sanjay Kumar (Herausgeber:in) / Azamathulla, Hazi (Herausgeber:in) / Pal, Shilpa (Autor:in) / Yadav, Sahil (Autor:in) / Thakur, Omkarnath (Autor:in) / Kashyap, Rohit (Autor:in)
Advances in Construction Materials and Sustainable Environment ; Kapitel: 73 ; 899-911
15.12.2021
13 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Finite element , Masonry infill walls , Rigidity of the masonry , Young’s modulus of masonry wall , Spacing in masonry wall , Opening effects , In-plane behavior Engineering , Building Construction and Design , Building Materials , Geoengineering, Foundations, Hydraulics , Sustainable Development , Quality Control, Reliability, Safety and Risk
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