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A uniaxial tensile constitutive equation of high-ductility cementitious composites 被引量:1
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作者 Guo Liping Yang Yanan Chen Bo 《Journal of Southeast University(English Edition)》 EI CAS 2019年第4期476-481,共6页
In order to establish the constitutive relationship of high-ductility cementitious composites(HDCCs)under uniaxial tensile load and to guide the structural design of HDCCs,based on the analysis of the existing uniaxia... In order to establish the constitutive relationship of high-ductility cementitious composites(HDCCs)under uniaxial tensile load and to guide the structural design of HDCCs,based on the analysis of the existing uniaxial tensile constitutive relationship and ideal elastoplastic linear strain-hardening model,a bilinear tensile constitutive equation of HDCCs was proposed.The points of nominal initial cracking and nominal maximum stress were adopted as control points of the line segment,and the constitutive relationship of HDCCs was established.Five series of uniaxial tensile stress-strain curves of HDCCs were combined to perform an experimental application of the constitutive equation,along with an analysis of the key parameters.The experimental results confirm the ability of the constitutive equation to overcome the problem of insufficient or excessive redundancy of existing models in terms of calculation bearing capacity.Specifically,the measured maximum stress value is larger than the nominal value,and the ratio between the two values ranges from 1.08 to 1.22.Additionally,the tensile strain at the softening point obtained by fitting a straight line with the valley points of the strain-hardening stage curve is greater than or equal to the tensile strain at the measured maximum stress point and the ratio of the fitted values to the measured values ranges from 1.00 to 1.19. 展开更多
关键词 uniaxial tensile constitutive equation simplified model high-ductility cementitious composites
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Methods of Modifying the Brittle Behavior of Cementitious Composites 被引量:1
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作者 庞超明 LEUNG Christopher KY 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2010年第1期156-161,共6页
We put forward effective methods of increasing the tensile strain of cementitious composites with 2% PVA fiber and high fly ash content. The test results show that curing condition has a significantly effect on the te... We put forward effective methods of increasing the tensile strain of cementitious composites with 2% PVA fiber and high fly ash content. The test results show that curing condition has a significantly effect on the tensile performance. It is approved that the specimens incorporated appropriate volume fraction rubber powder and lightweight aggregate greatly increase the tensile strain of composites at medium-term age, but indefinitely at long-term age. To a certain extent, EVA can limitedly enhance the tensile performance of comentitious composites owing to the formation of polymer membrane and the hindered hydration of cement. 展开更多
关键词 high-ductility cementitious composites (hdcc tensile properties high content of fly ash rubber powder light aggregate ethylene vinyl alcohol latex powder
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高延性水泥基复合材料的流变特性和纤维分散性 被引量:26
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作者 张丽辉 郭丽萍 +2 位作者 孙伟 张文潇 谌正凯 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2014年第5期1037-1040,共4页
为了研究高延性水泥基复合材料(HDCC)流变特性对短切聚乙烯醇(PVA)纤维分散性的影响规律,采用流变仪和荧光显微分析技术分别对HDCC浆体的流变特性以及短切PVA纤维在HDC C基体中的分散性进行研究.实验结果表明:HDC C浆体流变行为... 为了研究高延性水泥基复合材料(HDCC)流变特性对短切聚乙烯醇(PVA)纤维分散性的影响规律,采用流变仪和荧光显微分析技术分别对HDCC浆体的流变特性以及短切PVA纤维在HDC C基体中的分散性进行研究.实验结果表明:HDC C浆体流变行为符合赫切尔巴尔克模型,浆体流动后,应变梯度随应力增量按幂指数增长;当HDCC浆体塑性黏度为1.3~7.3 Pa·s时,即使短切PVA纤维的体积掺量为1.5%~2.0%,纤维在HDCC 基体中的分散系数均大于0.92,实现了均匀分散.合理调整配比中粉煤灰、减水剂和功能性组分的掺量,可调控HDCC浆体塑性黏度并实现短切PVA纤维的均匀分散,为HDCC高延性的理论设计提供实验支持. 展开更多
关键词 高延性水泥基复合材料 流变特性 荧光显微分析技术 分散系数 聚乙烯醇纤维
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生态高延性水泥基复合材料的抗冻性能 被引量:3
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作者 柴丽娟 郭丽萍 +2 位作者 陈波 徐燕慧 费春广 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2018年第3期543-548,共6页
针对寒冷地区桥面无缝连接板的受力性能,研究了生态高延性水泥基复合材料经受0~300次冻融循环后的抗压性能、弯曲性能、外观形貌、相对动弹性模量及质量损失率,并通过压汞试验分析冻融前后孔结构的变化趋势,采用电镜分析观察微观形貌.... 针对寒冷地区桥面无缝连接板的受力性能,研究了生态高延性水泥基复合材料经受0~300次冻融循环后的抗压性能、弯曲性能、外观形貌、相对动弹性模量及质量损失率,并通过压汞试验分析冻融前后孔结构的变化趋势,采用电镜分析观察微观形貌.试验结果表明:经受冻融循环后,试块表面轻微脱落,质量损失率逐渐增加,而相对动弹性模量逐渐降低;随着冻融循环次数的增加,试块的抗压强度、弹性模量和弯曲强度逐渐下降,而泊松比基本无变化;冻融循环降低了纤维与基体的界面黏结性能,导致在弯曲荷载下更多纤维呈拔出状态,在0~200次冻融循环过程中,纤维的桥联作用得以充分发挥,跨中挠度增加,而在250~300次冻融循环时,纤维和基体的抗拉性能明显降低,跨中挠度减少. 展开更多
关键词 生态高延性水泥基复合材料 冻融循环 抗压性能 弯曲性能 孔结构 微观形貌
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