{"title":"A comprehensive numerical study on examining the failure mechanisms of masonry walls via continuous micro modeling","authors":"Sedat Kömürcü","doi":"10.1016/j.engfailanal.2025.109680","DOIUrl":null,"url":null,"abstract":"<div><div>Modeling the failure mechanisms of masonry structures is one of the most challenging issues in structural engineering. This study presents nonlinear analysis to determine the failure mechanisms of masonry walls via continuous micro modeling. The stages of creating a continuous micromodel and applying a nonlinear material model and failure criteria to determine the failure mechanisms of masonry walls are presented. The study systematically and comprehensively examines the failure mechanisms of masonry walls via continuous micro modeling considering different structural scenarios such as dynamic effects and short column effect. Distributions of stresses, strains, occurred under cyclic loads for the masonry walls are determined in dynamic analysis. Nonlinear finite element analyses on masonry walls are performed to investigate the effects of design parameters such as bond style and mortar thickness. Nonlinear structural behavior of confined masonry walls having different infill ratio are analyzed and failure mechanisms of walls are investigated. It was seen that to determine the failure mechanisms of masonry walls, continuous micro modeling technique can be used efficiently in nonlinear structural analysis.</div></div>","PeriodicalId":11677,"journal":{"name":"Engineering Failure Analysis","volume":"177 ","pages":"Article 109680"},"PeriodicalIF":4.4000,"publicationDate":"2025-05-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Failure Analysis","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1350630725004212","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Modeling the failure mechanisms of masonry structures is one of the most challenging issues in structural engineering. This study presents nonlinear analysis to determine the failure mechanisms of masonry walls via continuous micro modeling. The stages of creating a continuous micromodel and applying a nonlinear material model and failure criteria to determine the failure mechanisms of masonry walls are presented. The study systematically and comprehensively examines the failure mechanisms of masonry walls via continuous micro modeling considering different structural scenarios such as dynamic effects and short column effect. Distributions of stresses, strains, occurred under cyclic loads for the masonry walls are determined in dynamic analysis. Nonlinear finite element analyses on masonry walls are performed to investigate the effects of design parameters such as bond style and mortar thickness. Nonlinear structural behavior of confined masonry walls having different infill ratio are analyzed and failure mechanisms of walls are investigated. It was seen that to determine the failure mechanisms of masonry walls, continuous micro modeling technique can be used efficiently in nonlinear structural analysis.
期刊介绍:
Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies.
Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials.
Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged.
Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.