Formulation, Implementation, and Validation of a 3D Damage-Plasticity Cohesive-Interface Model with Multiple Yield Surfaces for Cyclic Modeling of Mortar Joints-Reference-Cited by-同舟云学术

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Formulation, Implementation, and Validation of a 3D Damage-Plasticity Cohesive-Interface Model with Multiple Yield Surfaces for Cyclic Modeling of Mortar Joints

Published:2024-06 Issue:6 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zeng Bowen¹^ORCID,Li Yong²

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12558

Reference40 articles.

1. Expansion of mortar joints in direct shear tests of masonry samples: implications on shear strength and experimental characterization of dilatancy

2. Anthoine A. G. Magonette and G. Magenes. 1995. “Shear-compression testing and analysis of brick masonry walls.” In Proc. 10th European Conf. on Earthquake Engineering 1657–1662. Vienna Austria: Central lnstitute for Meteorology and Geodynamics.

3. A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures

4. Response of Masonry Bed Joints in Direct Shear

5. Normal/Shear Cracking Model: Application to Discrete Crack Analysis

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