Cargando…
Analytical Model of Two-Directional Cracking Shear-Friction Membrane for Finite Element Analysis of Reinforced Concrete
There are a multitude of existing material models for the finite element analysis of cracked reinforced concrete that provide reduced shear stiffness but do not limit shear strength. In addition, typical models are not based on the actual physical behavior of shear transfer across cracks by shear fr...
Autores principales: | Mitchell, Jeffrey P., Cho, Bum-Yean, Kim, Yoo-Jae |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8002568/ https://www.ncbi.nlm.nih.gov/pubmed/33802687 http://dx.doi.org/10.3390/ma14061460 |
Ejemplares similares
-
Microscale Cohesive-Friction-Based Finite Element Model for the Crack Opening Mechanism of Hooked-End Steel Fiber-Reinforced Concrete
por: Abbas, Yassir M.
Publicado: (2021) -
Pure shear model for crack width analysis of reinforced concrete members
por: Sakalauskas, Karolis, et al.
Publicado: (2023) -
A Practical Finite Element Modeling Strategy to Capture Cracking and Crushing Behavior of Reinforced Concrete Structures
por: Mathern, Alexandre, et al.
Publicado: (2021) -
Selected Shear Models Based on the Analysis of the Critical Shear Crack for Slender Concrete Beams without Shear Reinforcement
por: Kaszubska, Monika, et al.
Publicado: (2022) -
Simplified Evaluation of Shear Stiffness Degradation of Diagonally Cracked Reinforced Concrete Beams
por: Zheng, Kaiqi, et al.
Publicado: (2023)