Tensile and tear-type fracture toughness of gypsum material:Direct and indirect testing methods

作     者：Daniel Pietras M.R.M.Aliha Hadi G.Kucheki Tomasz Sadowski Daniel Pietras;M.R.M.Aliha;Hadi G.Kucheki;Tomasz Sadowski

作者机构：Lublin University of TechnologyCivil Engineering and architecture departmentNadbystrzycka 40 str20-618LublinPoland Welding and Joining Research CenterSchool of Industrial EngineeringIran University of Science and Technology(IUST)Narmak16846-13114TehranIran 

出 版 物：《Journal of Rock Mechanics and Geotechnical Engineering》 (岩石力学与岩土工程学报（英文版）)

年 卷 期：2023年第15卷第7期

页      面：1777-1796页

核心收录：

学科分类：08[工学] 0818[工学-地质资源与地质工程] 080104[工学-工程力学] 0815[工学-水利工程] 0813[工学-建筑学] 0814[工学-土木工程] 0801[工学-力学（可授工学、理学学位）] 

主　　题：Gypsum Pure modesⅠandⅢfracture toughness Mixed modeⅠ/Ⅲ Circumferentially notched cylindrical torsion(CNCT)specimen Circumferentially notched cylindrical direct tension(CNCDT)specimen Edge notch disc bend(ENDB)specimen Experimental measurement Geometry and loading type effects 

摘      要：In this context,four specimens,i.e.(i)circumferentially notched cylindrical torsion(CNCT),(ii)circum-ferentially notched cylindrical direct tension(CNCDT),(iii)edge notch disc bend(ENDB)and(iv)three-point bend beam(3PBB),were utilized to measure the modesⅠandⅢfracture toughness values of *** the CNCT specimen provides pure modeⅢloading in a direct manner,this pure mode condition is indirectly produced by the ENDB *** ENDB specimen provided lower KⅢc and a non-coplanar(***)fracture surface compared with the CNCT specimen,which showed a planar modeⅢfracture *** ENDB specimen is also employed for conducting pure modeⅠ(with different crack depths)and mixed modeⅠ/Ⅲ*** value was independent of the notch depth,and it was consistent with the RILEM and ASTM standard *** the modeⅢfracture results were highly sensitive to the notch *** the fracture resistance against modeⅢwas significantly lower than that of modeⅠ,the greater work of fracture under modeⅢwas noticeable.