2021
DOI: 10.1016/j.engstruct.2021.112105
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Three-dimensional model for nonlinear analysis of slender flanged reinforced concrete walls

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Cited by 27 publications
(15 citation statements)
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“…Simplified analysis models, tailored to the simulation of walls, have also been formulated and employed. The multiple vertical line element model (MVLEM) 24,25 has been used in simulations of coupled slender rectangular and flanged walls 26 . The method does not capture strength degradation of slender walls associated with shear failures, as it essentially enforces a plane‐section kinematic constraint to the solution.…”
Section: Introductionmentioning
confidence: 99%
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“…Simplified analysis models, tailored to the simulation of walls, have also been formulated and employed. The multiple vertical line element model (MVLEM) 24,25 has been used in simulations of coupled slender rectangular and flanged walls 26 . The method does not capture strength degradation of slender walls associated with shear failures, as it essentially enforces a plane‐section kinematic constraint to the solution.…”
Section: Introductionmentioning
confidence: 99%
“…The multiple vertical line element model (MVLEM) 24,25 has been used in simulations of coupled slender rectangular and flanged walls. 26 The method does not capture strength degradation of slender walls associated with shear failures, as it essentially enforces a plane-section kinematic constraint to the solution. Additionally, the method is not capable of capturing the impact of bar buckling and rupture.…”
Section: Introductionmentioning
confidence: 99%
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“…The concrete wall is discretized by a set of finite elements. The use of this type of model provides local responses which faithfully reflect the observations and results of experimental tests [8][9][10][11]. However, for highly redundant systems, the computation time becomes prohibitive (convergence problems).…”
Section: Microscopic Modelsmentioning
confidence: 97%
“…modeled with a three-dimensional multiple-vertical-line-element model (MVLEM-3D; Kolozvari et al, 2021) with nonlinear in-plane behavior and elastic out-of-plane behavior. Zero-length rotational springs were not added at each member-end to account for bar slip.…”
Section: Modeling Approachmentioning
confidence: 99%