A study of the debonding mechanism in steel and basalt FRCM-masonry joints-Reference-Cited by-同舟云学术

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A study of the debonding mechanism in steel and basalt FRCM-masonry joints

Published:2016-11-03 Issue: Volume: Page:433-440
ISSN:
Container-title:Brick and Block Masonry
language:
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Author:

Santandrea M.,Imohamed I.A.O.,Carloni C.,Mazzotti C.,De Miranda S.,Ubertini F.

Publisher

CRC Press

Reference1 articles.

1. Aiello, M.A. & Sciolti, S.M. 2006. Bond analysis of masonry structures strengthened with CFRP sheets. Constr. Build. Mater: 20, 90-100.

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient;Key Engineering Materials;2022-04-07

2. Cyclic shear-compression testing of brick masonry walls repaired and retrofitted with basalt textile reinforced mortar;Composite Structures;2022-03

3. Wavelet-based damage localization and severity estimation of experimental RC beams subjected to gradual static bending tests;Structures;2021-12

4. A Comparative Study of Bond Test Methods for Externally Bonded FRCM and SRG Composites;Lecture Notes in Civil Engineering;2021-11-27

5. FRCM/SRG strengthened masonry in diagonal compression: experimental results and analytical approach proposal;Construction and Building Materials;2021-05

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