2023
DOI: 10.1016/j.istruc.2022.11.109
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Single keyed joints behaviour and capacity formulation under direct shear using non-linear finite-element analysis

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Cited by 10 publications
(1 citation statement)
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“…Choi et al 13 believe that the appropriate level of confining stress and epoxy can prevent sudden failure of joints at high amplitude cyclical loading conditions. Al-Rousan et al 14 study the influence of confining stress and concrete compressive strength on the shear behavior of dry single-keyed joints through non-linear FEA simulation, and a shear capacity formula was proposed. Zhang et al 15 performed full-scale tests on the shear behavior of multiple-keyed epoxy joints, and proposed a new formula considering the uneven distribution of shear stress.…”
Section: Introductionmentioning
confidence: 99%
“…Choi et al 13 believe that the appropriate level of confining stress and epoxy can prevent sudden failure of joints at high amplitude cyclical loading conditions. Al-Rousan et al 14 study the influence of confining stress and concrete compressive strength on the shear behavior of dry single-keyed joints through non-linear FEA simulation, and a shear capacity formula was proposed. Zhang et al 15 performed full-scale tests on the shear behavior of multiple-keyed epoxy joints, and proposed a new formula considering the uneven distribution of shear stress.…”
Section: Introductionmentioning
confidence: 99%