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contributor authorWei Zhang
contributor authorZhanzhan Tang
contributor authorYan Yang
contributor authorJiangang Wei
contributor authorPospíšil Stanislav
date accessioned2022-01-31T23:49:12Z
date available2022-01-31T23:49:12Z
date issued5/1/2021
identifier other%28ASCE%29ST.1943-541X.0003032.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270407
description abstractThe cohesive zone model (CZM), which is capable of simulating the behavior of adhesively bonded joints subjected to static and fatigue loading, is widely accepted. In this study, fatigue peeling/shear of RC with externally bonded (EB) carbon fiber–reinforced polymer (CFRP) laminates under the mixed-mode implementation of the CZM is proposed. The procedure has been implemented in commercial software by programming the appropriate software-embedded subroutines. The main advantage of the proposed CZM is the use of coupled mixed-mode damage (shear-peeling), accounting for cumulative damage resulting from fatigue loading. Two-dimensional numerical simulations of the innovative double-lap-shear bonding test were performed by the proposed CZM. The excellent agreement between the simulated results and the experimental results are verified, and the good performance of the method as a predictive tool is demonstrated. Moreover, the peeling/shear propagation during loading can be effectively predicted.
publisherASCE
titleMixed-Mode Debonding Behavior between CFRP Plates and Concrete under Fatigue Loading
typeJournal Paper
journal volume147
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0003032
journal fristpage04021055-1
journal lastpage04021055-18
page18
treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005
contenttypeFulltext


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