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个人信息Personal Information
教授
博士生导师
硕士生导师
性别:男
毕业院校:大连理工大学
学位:博士
所在单位:土木工程系
学科:结构工程
办公地点:建设工程学部4号楼328室
联系方式:
电子邮箱:
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- [21]董伟.Yang, D.,Zhou, X.,Kastiukas, G.,张冰.Experimental and numerical investigations on fracture process zone of rock-concrete interface[J],FATIGUE FRACTURE OF ENGINEERING MATERIALS STRUCTURES,2022,40(5):820-835
- [22]董伟.Li, Jie,张学,Zhang, Binsheng.Evolutions of SIFs of Concrete under Sustained Loading by Considering the Effects of Stress Relaxations[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2022,31(12)
- [23]董伟.何化南,吴智敏.Experimental and Numerical Study on Mode I - II Crack Propagation for Small Size Specimens of Concrete[A],International Conference on Structures and Building Materials,2022,163-167:908-912
- [24]吴智敏.董伟,Yi, Fumin,Yang, Shutong.Experimental investigation on initial cracking criterion and size effect for I-II mixed mode fracture in concrete[A],6th International Conference on Fracture and Damage Mechanics,2022,348-349:961-+
- [25]董伟.吴智敏,Zhou, Xiangming,Tan, Yongjie.Experimental studies on void detection in concrete-filled steel tubes using ultrasound[J],CONSTRUCTION AND BUILDING MATERIALS,2022,128:154-162
- [26]董伟.吴智敏,Zhou, Xiangming,Huang, Hui.Experimental study of equal biaxial-to-uniaxial compressive strength ratio of concrete at early ages[J],CONSTRUCTION AND BUILDING MATERIALS,2022,126:263-273
- [27]何化南.董伟.EXPERIMENTAL STUDY ON LONG-TERM RESTRICTED EXPANSIVE DEFORMATION OF STEEL FIBER REINFORCED EXPANSIVE CONCRETE[A],6th International Speciality Conference on Fibre Reinforced Materials,2022:139-142
- [28]何化南.董伟.Experimental study on long-Term restricted expansive deformation of steel fiber reinforced expansive concrete[A],6th International Specialty Conference on Fibre Reinforced Materials,2022:139-142
- [29]董伟.何化南,吴智敏.Expermental and numerical study on mode I-II crack propagation for small size specimens of concrete[A],Advanced materials research,2022,163:908-912
- [30]董伟.吴智敏,Zhou, Xiangming,Dong, Liheng,Kastiukas, Gediminas.FPZ evolution of mixed mode fracture in concrete: Experimental and numerical[J],ENGINEERING FAILURE ANALYSIS,2022,75:54-70
