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单边切口薄板研究聚乙烯醇纤维增强水泥基复合材料断裂韧性
引用本文:高淑玲,徐世烺.单边切口薄板研究聚乙烯醇纤维增强水泥基复合材料断裂韧性[J].工程力学,2007,24(11):12-18.
作者姓名:高淑玲  徐世烺
作者单位:大连理工大学土木水利学院海岸与近海工程国家重点实验室,大连,116024;河北工业大学土木工程学院,天津,300401;大连理工大学土木水利学院海岸与近海工程国家重点实验室,大连,116024
摘    要:利用单边切口薄板对配制的聚乙烯醇纤维增强水泥基复合材料进行单轴直接拉伸试验研究,得到硬化的荷载-裂缝张开位移全曲线。通过试验观察到缺口尖端处出现呈发散状的多条微小裂纹,部分试件在远离切口处还有多条裂缝出现,并不像混凝土或水泥净浆这类半脆性、脆性材料只有单条裂缝并沿着单条路径开裂,因此,适用于应变软化材料的双K断裂理论以及断裂能理论不能直接用在应变已经发生假硬化的材料中。鉴于上述原因,该文提出起裂断裂韧度和耗散能两个韧性评价指标。

关 键 词:PVA纤维增强水泥基复合材料  假应变硬化  直接拉伸  多缝开裂  砂浆起裂断裂韧度  复合起裂断裂韧度
文章编号:1000-4750(2007)11-0012-07
修稿时间:2006-03-27

FRACTURE TOUGHNESS INVESTIGATION OF POLYVINYL ALCOHOL REINFORCED CEMENT COMPOSITES BY SINGLE-NOTCHED THIN SHEET
GAO Shu-ling,XU Shi-lang.FRACTURE TOUGHNESS INVESTIGATION OF POLYVINYL ALCOHOL REINFORCED CEMENT COMPOSITES BY SINGLE-NOTCHED THIN SHEET[J].Engineering Mechanics,2007,24(11):12-18.
Authors:GAO Shu-ling  XU Shi-lang
Affiliation:1. State Key Laboratory of Coastal and Offshore Engineering, Institute of Civil and Hydraulic, Dalian University of Technology, Dalian 116024, China; 2. Institute of Civil Engineering, Hebei University of Technology, Tianjin 300401, China
Abstract:The hardening load-crack mouth opening displacement curves in uniaxial direct tension are obtained for the single-notched thin sheet made of polyvinyl alcohol reinforced cementitious composites.Besides,multiple radiate microcracks arises along the notch tip and some subparallel cracks appear along the whole specimen apart from the notch tip,while some brittle and quasi-brittle composites such as cement paste and concrete split along only one path.So the fracture mechanism of polyvinyl alcohol reinforced cementitious composites is very different from some strain softening composites whose fracture toughness can be evaluated by double-K fracture criterion and fracture energy.Therefore,two toughness evaluation norm of initial fracture toughness and dissipation energy are discussed for polyvinyl alcohol reinforced cementitious composites.
Keywords:polyvinyl alcohol fiber reinforced cementitious composites  pseudo stain-hardening  uniaxial direct tensile  multiple crack growth  mortar initial fracture toughness  composite initial fracture toughness
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