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超高韧性水泥基复合材料加固混凝土三点弯曲梁断裂过程的研究
引用本文:朱榆,徐世烺.超高韧性水泥基复合材料加固混凝土三点弯曲梁断裂过程的研究[J].工程力学,2011(3):69-77.
作者姓名:朱榆  徐世烺
作者单位:辽宁省建设科学研究院;浙江大学建筑工程学院;
基金项目:国家自然科学基金重点项目(50438010)
摘    要:该文利用超高韧性水泥基复合材料(UFHTCC)所具备的较好的裂缝控制能力、较高的耗能能力、耐腐蚀性以及与混凝土之间良好的粘结性能,将其浇注在混凝土三点弯曲梁的受拉面,对加固后的混凝土三点弯曲梁的断裂过程进行了研究.首先由界面变形一致的假定,忽略了UHTCC未开裂区域的弹性变形,提出了UHTCC总裂缝宽度Wu的确定方法,...

关 键 词:超高韧性水泥基复合材料  加固  混凝土  三点弯曲梁  断裂  双K断裂准则

STUDY ON FRACTURE PROCESS OF CONCRETE THREE-POINT BENDING BEAMS RETROFITTED WITH UHTCC
ZHU Yu,XU Shi-lang.STUDY ON FRACTURE PROCESS OF CONCRETE THREE-POINT BENDING BEAMS RETROFITTED WITH UHTCC[J].Engineering Mechanics,2011(3):69-77.
Authors:ZHU Yu  XU Shi-lang
Affiliation:*ZHU Yu1,XU Shi-lang2(1.Liaoning Building Science Research Institute,Shenyang 110005,China,2.Architectural Engineering Institute of Zhejiang University,Hangzhou 310058,China)
Abstract:Ultra High Toughness Cementitious Composites(UHTCC) can be used as reinforcement material because of its good performances on crack control,energy consumption,corrosion resistance etc.The fracture process of concrete three-point bending beams retrofitted with UHTCC on tension face was studied.Based on the assumption that the interface deformation is consistent and by neglecting the elastic deformation of uncracked regions of UHTCC,a method for determining the total crack width wu of UHTCC is proposed and a ...
Keywords:UHTCC  retrofitted  concrete  three-point bending beams  fracture  double-K fracture criterion  
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