Mechanical model based on a BVP for FRPs applied on flat and curved masonry pillars with anchor spikes-Reference-Cited by-同舟云学术

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Mechanical model based on a BVP for FRPs applied on flat and curved masonry pillars with anchor spikes

Published:2021-10 Issue: Volume:273 Page:114251
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Bertolesi Elisa,Grande Ernesto,Fagone Mario,Milani Gabriele,Rotunno Tommaso

Funder

Brunel University London

Università degli Studi di Firenze

Politecnico di Milano

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference57 articles.

1. Failure characteristics of FRP-strengthened masonry walls under out-of-plane loads;Hamed;Eng Struct,2010

2. Simplified and refined methods for seismic vulnerability assessment and retrofitting of an Italian cultural heritage masonry building;Formisano;Comput Struct,2017

3. The application of carbon composites in the rehabilitation of historic baroque vaults;Witzany;Polymers (Basel),2015

4. Debonding behavior of ancient masonry elements strengthened with CFRP sheets;Carrara;Compos Part B Eng,2013

5. Experimental investigation on out-of-plane behavior of masonry panels strengthened with CFRP sheets;Fagone;Compos Part B Eng,2018

Cited by 6 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. Non-linear 1D 16-DOF finite element for Fiber Reinforced Cementitious Matrix (FRCM) strengthening systems;Computers & Structures;2024-08

2. Analytical study on the behavior of CFRP-concrete bonded joint with a non-rigid end-anchor;Composite Structures;2023-12

3. Effect of Spike Anchors in the Bond Behavior of FRCM Systems Applied onto Curved Masonry Substrates;Journal of Composites for Construction;2023-12

4. Semi-analytical mechanical model for FRCM-to-substrate shear bond tests;Composites Part B: Engineering;2023-11

5. Debonding sawtooth analytical model and FE implementation with in-house experimental validation for SRG-strengthened joints subjected to direct shear;Composite Structures;2023-09

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