首页|期刊导航|南阳师范学院学报|基于多尺度试验的聚丙烯纤维泡沫混凝土性能与破坏机制研究

基于多尺度试验的聚丙烯纤维泡沫混凝土性能与破坏机制研究OACHSSCD

Investigation on Performance and Failure Mechanism of Polypropylene Fiber-Reinforced Foam Concrete Based on Multi-Scale Testing

中文摘要英文摘要

对不同纤维体积掺量(0、0.24%、0.48%、0.72%)的聚丙烯纤维泡沫混凝土,开展流动性、吸水率、静态单轴压缩、静态劈裂抗拉试验,结合宏观破坏形态与光学显微镜下孔隙结构进行多尺度分析,研究了聚丙烯纤维对泡沫混凝土性能与破坏机制的影响.结果表明,吸水率随纤维掺量呈先降后升的趋势.适量纤维(0.48%)可显著提高试件压缩强度和抗拉强度,其内纤维通过桥联作用抑制裂纹扩展,致其破坏模式由脆性压碎型转为剪切滑移型,展现明显延性增强.而过量纤维(0.72%)会降低流动性,并造成孔隙结构局部紊乱,力学性能改善有限.光学显微观察进一步揭示,合理掺量的纤维可优化孔隙分布,可提高整体致密性和韧性.

An experimental investigation was conducted on polypropylene fiber-reinforced foam concrete with var-ying fiber volume fractions(0,0.24%,0.48%,0.72%)to evaluate its fluidity,water absorption,static uniax-ial compression performance,and static splitting tensile strength.A multi-scale analysis integrating macroscopic failure patterns and pore structure characterization under optical microscopy was performed to elucidate the influ-ence of polypropylene fibers on the mechanical properties and failure mechanisms of foam concrete.The results indicate that the water absorption rate first decreases and then increases with the fiber content.An appropriate amount of fibers(0.48%)can significantly enhance the compressive strength and tensile strength of the speci-mens.And the internal fibers inhibit crack propagation through bridging,causing the failure mode to change from brittle crushing type to shear slip type,showing a significant increase in ductility.However,excessive fibers(0.72%)will reduce fluidity and cause local disorder of pore structure,with limited improvement in me-chanical properties.Optical microscopic observation further reveals that fibers with a reasonable dosage can opti-mize pore distribution and enhance overall density and toughness.

李梦阳;王聪;王长达;陈小可;王军国;贾虎

南阳师范学院 土木工程建筑学院,河南 南阳 473061南阳师范学院 土木工程建筑学院,河南 南阳 473061南阳师范学院 土木工程建筑学院,河南 南阳 473061南阳师范学院 土木工程建筑学院,河南 南阳 473061南阳师范学院 土木工程建筑学院,河南 南阳 473061南阳师范学院 土木工程建筑学院,河南 南阳 473061

建筑与水利

聚丙烯纤维泡沫混凝土破坏机制多尺度分析

polypropylene fiberfoam concretefailure mechanismmulti-scale analysis

《南阳师范学院学报》 2026 (3)

56-62,7

精细爆破国家重点实验室开放基金项目"多抱孔脆性材料冲击动态响应特性与影响因素研究"(PBSKL-2022-C-08)河南省科技攻关项目"3D打印骨架增强绿色混凝土复合材料制备与静动态性能研究"(242102230145)校级科研项目"非均质性岩石的爆破破裂特征及其细观损伤演化机制研究"(2026PY026).

评论