Micro-mechanical FE modelling and constitutive parameters calibration of masonry panels strengthened with CFRP sheets
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference27 articles.
1. Influence of bonding technique on bond behavior of CFRP-to-clay brick masonry joints: Experimental study using particle image velocimetry (PIV);Hosseini;Int J Adhes Adhes,2015
2. Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements;Carozzi;Compos Part B Eng,2017
3. Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips;Rotunno;Compos Struct,2018
4. The efficiency of mechanical anchors in CFRP strengthening of masonry: An experimental analysis;Fagone;Compos Part B Eng,2014
5. Contrafatto L, Cosenza R. Behaviour of post-installed adhesive anchors in natural stone. Constr Build Mater 2014;68:355–69. https://doi.org/http://dx.doi.org/10.1016/j.conbuildmat.2014.05.099.
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1. Finite-Element Seismic Assessment of a Masonry Cross Vault Through Blind Predictions and Numerical Simulations;International Journal of Architectural Heritage;2023-10-30
2. Topology Optimization of the FRP for strengthening of masonry barrel vaults;Engineering Failure Analysis;2023-09
3. About the Use of Concrete Damage Plasticity for Modeling Masonry Post-Elastic Behavior;Buildings;2023-07-27
4. Calibration of concrete damaged plasticity materials parameters for tuff masonry types of the Campania area;Engineering Structures;2023-05
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