Mahinda Kuruppu , Majid R. Ayatollahi , Ken P. Chong
{"title":"A review on the fracture of brittle and quasi-brittle materials using semi-circular bend (SCB) tests","authors":"Mahinda Kuruppu , Majid R. Ayatollahi , Ken P. Chong","doi":"10.1016/j.tafmec.2026.105501","DOIUrl":null,"url":null,"abstract":"<div><div>The semi-circular bend (SCB) specimen was originally suggested and developed for testing mode I fracture toughness of rock and other brittle or quasi-brittle materials. Since its introduction, the SCB test has been improved and extended for many other applications. Among them were its suitability for testing mixed mode I and II fracture that has a great deal of practical significance, its adaptability for testing dynamic fracture properties of materials and its applicability to testing a wide variety of materials including asphalt concrete mixes, polymer, nano and bio composites, additively manufactured and smart materials. Recent research findings on the use of appropriate loading and support pins, and the development of the methods to address the specimen size dependence of fracture toughness have enhanced the accuracy of test results. Methods of correction suggested by a number of researchers which enable one to determine a scale independent Mode I fracture toughness using the experimental results are discussed. Following the development of ISRM suggested method for fracture toughness determination of rock materials using the SCB specimen in 2014, four other standards including ASTM to determine the fracture toughness and other related properties of asphalt concrete were developed and their advantages and limitations are discussed.</div></div>","PeriodicalId":22879,"journal":{"name":"Theoretical and Applied Fracture Mechanics","volume":"143 ","pages":"Article 105501"},"PeriodicalIF":6.0000,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Theoretical and Applied Fracture Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0167844226000674","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/2/7 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
The semi-circular bend (SCB) specimen was originally suggested and developed for testing mode I fracture toughness of rock and other brittle or quasi-brittle materials. Since its introduction, the SCB test has been improved and extended for many other applications. Among them were its suitability for testing mixed mode I and II fracture that has a great deal of practical significance, its adaptability for testing dynamic fracture properties of materials and its applicability to testing a wide variety of materials including asphalt concrete mixes, polymer, nano and bio composites, additively manufactured and smart materials. Recent research findings on the use of appropriate loading and support pins, and the development of the methods to address the specimen size dependence of fracture toughness have enhanced the accuracy of test results. Methods of correction suggested by a number of researchers which enable one to determine a scale independent Mode I fracture toughness using the experimental results are discussed. Following the development of ISRM suggested method for fracture toughness determination of rock materials using the SCB specimen in 2014, four other standards including ASTM to determine the fracture toughness and other related properties of asphalt concrete were developed and their advantages and limitations are discussed.
期刊介绍:
Theoretical and Applied Fracture Mechanics'' aims & scopes have been re-designed to cover both the theoretical, applied, and numerical aspects associated with those cracking related phenomena taking place, at a micro-, meso-, and macroscopic level, in materials/components/structures of any kind.
The journal aims to cover the cracking/mechanical behaviour of materials/components/structures in those situations involving both time-independent and time-dependent system of external forces/moments (such as, for instance, quasi-static, impulsive, impact, blasting, creep, contact, and fatigue loading). Since, under the above circumstances, the mechanical behaviour of cracked materials/components/structures is also affected by the environmental conditions, the journal would consider also those theoretical/experimental research works investigating the effect of external variables such as, for instance, the effect of corrosive environments as well as of high/low-temperature.