Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical Study of GFRP Strengthened Brick Masonry Wallette
https://orcid.org/http://orcid.org/0000-0003-1375-2394
The structure of unreinforced masonry (URM) is highly susceptible to seismic activity. Their propensity to collapse has required the concussion to develop procedures for strengthening URM structures to strengthen. To address questions about the seismic vulnerability of buildings with unreinforced masonry (URM), a research programme was explored to examine the efficacy of glass fibre reinforced polymer (GFRP) schemes as a seismic retrofit involvement for out-of-plane loaded URM walls susceptible to shear mode failure during earthquakes. The numerical analysis using a 3D macro nonlinear model of the in-plane shear performance of unreinforced and GFRP reinforced brick masonry specimens is discussed in this paper. Four-point bending experiments are carried out on all specimens. Two different trends emphasize the diagonal and the cross. Numerical tests are conducted in order to check the efficacy of GFRP reinforcement. From the investigation, it is noted that GFRP reinforcement significantly enhances the load-bearing capacity, diagonal shear strength, and rigidity. Flexural intensity is expected to rise from 22 to 37%.
Numerical Study of GFRP Strengthened Brick Masonry Wallette
https://orcid.org/http://orcid.org/0000-0003-1375-2394
The structure of unreinforced masonry (URM) is highly susceptible to seismic activity. Their propensity to collapse has required the concussion to develop procedures for strengthening URM structures to strengthen. To address questions about the seismic vulnerability of buildings with unreinforced masonry (URM), a research programme was explored to examine the efficacy of glass fibre reinforced polymer (GFRP) schemes as a seismic retrofit involvement for out-of-plane loaded URM walls susceptible to shear mode failure during earthquakes. The numerical analysis using a 3D macro nonlinear model of the in-plane shear performance of unreinforced and GFRP reinforced brick masonry specimens is discussed in this paper. Four-point bending experiments are carried out on all specimens. Two different trends emphasize the diagonal and the cross. Numerical tests are conducted in order to check the efficacy of GFRP reinforcement. From the investigation, it is noted that GFRP reinforcement significantly enhances the load-bearing capacity, diagonal shear strength, and rigidity. Flexural intensity is expected to rise from 22 to 37%.
Numerical Study of GFRP Strengthened Brick Masonry Wallette
https://orcid.org/http://orcid.org/0000-0003-1375-2394
The structure of unreinforced masonry (URM) is highly susceptible to seismic activity. Their propensity to collapse has required the concussion to develop procedures for strengthening URM structures to strengthen. To address questions about the seismic vulnerability of buildings with unreinforced masonry (URM), a research programme was explored to examine the efficacy of glass fibre reinforced polymer (GFRP) schemes as a seismic retrofit involvement for out-of-plane loaded URM walls susceptible to shear mode failure during earthquakes. The numerical analysis using a 3D macro nonlinear model of the in-plane shear performance of unreinforced and GFRP reinforced brick masonry specimens is discussed in this paper. Four-point bending experiments are carried out on all specimens. Two different trends emphasize the diagonal and the cross. Numerical tests are conducted in order to check the efficacy of GFRP reinforcement. From the investigation, it is noted that GFRP reinforcement significantly enhances the load-bearing capacity, diagonal shear strength, and rigidity. Flexural intensity is expected to rise from 22 to 37%.
Numerical Study of GFRP Strengthened Brick Masonry Wallette
Lecture Notes in Civil Engineering
Kolathayar, Sreevalsa (Herausgeber:in) / Ghosh, Chandan (Herausgeber:in) / Adhikari, Basanta Raj (Herausgeber:in) / Pal, Indrajit (Herausgeber:in) / Mondal, Arpita (Herausgeber:in) / Khan, Hasim Ali (Autor:in)
29.10.2021
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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