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In-Plane Behavior of Clay Brick Masonry Wallets Strengthened by TRM System

  • 2022
  • OriginalPaper
  • Chapter
Published in:
Authors
Ali Dalalbashi
Bahman Ghiassi
Daniel V. Oliveira
Published in
Proceedings of the 3rd RILEM Spring Convention and Conference (RSCC 2020)
Publisher
Springer International Publishing

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Abstract

The chapter delves into the in-plane behavior of clay brick masonry wallets strengthened by a textile-reinforced mortar (TRM) system. It begins by highlighting the poor seismic performance of unreinforced masonry (URM) structures and the necessity for strengthening techniques. The study focuses on the use of TRM composites, which offer a pseudo-ductile response and are particularly suitable for seismic strengthening applications. The experimental program involves in-plane shear tests on control and strengthened specimens, with some surfaces sandblasted to enhance bonding. The results demonstrate that TRM jacketing significantly improves the wallets' shear behavior, with sandblasting further enhancing the bond and increasing shear strength and ductility. The chapter concludes with a comparison of the failure modes and performance of the strengthened wallets, emphasizing the effectiveness of TRM jacketing and surface treatments in improving the seismic performance of masonry structures.
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previous chapter Self-healing Capacities of Mortars with Crystalline Admixtures
next chapter Meso-Scale Study of Plain Concrete Beam Under Both Ambient and High Temperature
Title
In-Plane Behavior of Clay Brick Masonry Wallets Strengthened by TRM System
Authors
Ali Dalalbashi
Bahman Ghiassi
Daniel V. Oliveira
Copyright Year
2022
Book
Proceedings of the 3rd RILEM Spring Convention and Conference (RSCC 2020)

Print ISBN: 978-3-030-76464-7

Electronic ISBN: 978-3-030-76465-4

Copyright Year: 2022

DOI
https://doi.org/10.1007/978-3-030-76465-4_13
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