Chuanfeng Fang , Tieyong Zhao , Weijian Yu , Ping Wang , Zizheng Zhang , Baifu An , Genshui Wu , Shunkai Liu
{"title":"孔隙形状对多孔类岩材料单轴压缩特性的影响:DEM模拟","authors":"Chuanfeng Fang , Tieyong Zhao , Weijian Yu , Ping Wang , Zizheng Zhang , Baifu An , Genshui Wu , Shunkai Liu","doi":"10.1016/j.cscm.2025.e04938","DOIUrl":null,"url":null,"abstract":"<div><div>The pore shapes of porous rock-like materials are not circular but complex and diverse,constituting a critical factor influencing their mechanical properties and failure characteristics. In this study, the effects of pore angularity and aspect ratio on the mechanical behaviour of porous rock-like materials under uniaxial compression were quantitatively analyzed using the Discrete Element Method (DEM). Numerical models containing pores of various shapes were constructed as Voronoi polygon aggregates to more realistically simulate material fracture. The results show that with increasing angularity or aspect ratio, both the uniaxial compressive strength and elastic modulus decrease in distinct patterns, while Poisson's ratio remains unchanged. Moreover, higher angularity or aspect ratio not only leads to cracks initiation at sharp corners and causes the crack paths to deviate from the axial loading direction, but also results in an increase in both the total crack length and the number of fragments. Finally, the evolution of the microstructure, including contact forces and the spatial distribution of stress, was analyzed to assess the influence of pore shape on microscopic characteristics.</div></div>","PeriodicalId":9641,"journal":{"name":"Case Studies in Construction Materials","volume":"23 ","pages":"Article e04938"},"PeriodicalIF":6.5000,"publicationDate":"2025-06-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of pore shape on uniaxial compressive behaviour of porous rock-like materials: DEM simulation\",\"authors\":\"Chuanfeng Fang , Tieyong Zhao , Weijian Yu , Ping Wang , Zizheng Zhang , Baifu An , Genshui Wu , Shunkai Liu\",\"doi\":\"10.1016/j.cscm.2025.e04938\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The pore shapes of porous rock-like materials are not circular but complex and diverse,constituting a critical factor influencing their mechanical properties and failure characteristics. In this study, the effects of pore angularity and aspect ratio on the mechanical behaviour of porous rock-like materials under uniaxial compression were quantitatively analyzed using the Discrete Element Method (DEM). Numerical models containing pores of various shapes were constructed as Voronoi polygon aggregates to more realistically simulate material fracture. The results show that with increasing angularity or aspect ratio, both the uniaxial compressive strength and elastic modulus decrease in distinct patterns, while Poisson's ratio remains unchanged. Moreover, higher angularity or aspect ratio not only leads to cracks initiation at sharp corners and causes the crack paths to deviate from the axial loading direction, but also results in an increase in both the total crack length and the number of fragments. Finally, the evolution of the microstructure, including contact forces and the spatial distribution of stress, was analyzed to assess the influence of pore shape on microscopic characteristics.</div></div>\",\"PeriodicalId\":9641,\"journal\":{\"name\":\"Case Studies in Construction Materials\",\"volume\":\"23 \",\"pages\":\"Article e04938\"},\"PeriodicalIF\":6.5000,\"publicationDate\":\"2025-06-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Case Studies in Construction Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214509525007363\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Case Studies in Construction Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214509525007363","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Effect of pore shape on uniaxial compressive behaviour of porous rock-like materials: DEM simulation
The pore shapes of porous rock-like materials are not circular but complex and diverse,constituting a critical factor influencing their mechanical properties and failure characteristics. In this study, the effects of pore angularity and aspect ratio on the mechanical behaviour of porous rock-like materials under uniaxial compression were quantitatively analyzed using the Discrete Element Method (DEM). Numerical models containing pores of various shapes were constructed as Voronoi polygon aggregates to more realistically simulate material fracture. The results show that with increasing angularity or aspect ratio, both the uniaxial compressive strength and elastic modulus decrease in distinct patterns, while Poisson's ratio remains unchanged. Moreover, higher angularity or aspect ratio not only leads to cracks initiation at sharp corners and causes the crack paths to deviate from the axial loading direction, but also results in an increase in both the total crack length and the number of fragments. Finally, the evolution of the microstructure, including contact forces and the spatial distribution of stress, was analyzed to assess the influence of pore shape on microscopic characteristics.
期刊介绍:
Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation).
The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.