首页> 外文期刊>Structural concrete >Effects of CaCO_3 whisker, hybrid fiber content and size on uniaxial compressive behavior of cementitious composites
【24h】

Effects of CaCO_3 whisker, hybrid fiber content and size on uniaxial compressive behavior of cementitious composites

机译:CaCO_3晶须,杂化纤维含量和尺寸对水泥基复合材料单轴压缩行为的影响

获取原文
获取原文并翻译 | 示例
       

摘要

Introduction of hybrid fiber and calcium carbonate (CaCO3) whisker could improve the properties of cementitious composites. Nevertheless, little attention has been paid to influences of steel-polyvinyl alcohol (PVA) hybrid fiber and whisker on stress-strain behavior of hybrid fiber reinforced cementitious composites (HFRCC). In this research, 19 groups of mixtures have been used to explore this topic. The results present that CaCO3 whisker can improve the compressive strength, peak strain and prepeak strain energy of steel-PVA HFRCC. Generally, HFRCCs reach better compressive behavior when the fibers size are grading. For example, 13mm steel fiber+ 6 mm PVA fiber+ whisker and 35mm steel fiber+ 12mm PVA fiber+ whisker are better than 13mm steel fiber+ 12mm PVA fiber+ whisker and 35mm steel fiber+ 6 mm PVA fiber+ whisker. The results are employed to develop formulas for calculating the strength, deformation, and toughness of HFRCC. Two models were developed to evaluate the stress-strain response of HFRCC. The prediction results of prepeak stress-strain curves using Model 2 (piecewise function involves a cubic parabola and a rational fraction) are closer to the experimental curves and lower than those using Model 1 (continuous rational power function). Therefore, Model 2 is recommended if more accurate prediction of the prepeak stress-strain curve is required. Otherwise, the simpler Model 1 can be used.
机译:混合纤维和碳酸钙(CaCO3)晶须的引入可以改善水泥基复合材料的性能。然而,很少有人关注钢-聚乙烯醇(PVA)杂化纤维和晶须对杂化纤维增强水泥基复合材料(HFRCC)的应力-应变行为的影响。在这项研究中,使用了19组混合物来探讨这一主题。结果表明,CaCO3晶须可提高钢-PVA HFRCC的抗压强度,峰值应变和峰前应变能。通常,当纤维尺寸分级时,HFRCC具有更好的压缩性能。例如,13毫米钢纤维+ 6毫米PVA纤维+晶须优于35毫米钢纤维+ 12毫米PVA纤维+晶须和35毫米钢纤维+ 12毫米PVA纤维+晶须。结果被用于开发用于计算HFRCC的强度,变形和韧性的公式。开发了两个模型来评估HFRCC的应力应变响应。使用模型2(分段函数包含三次抛物线和有理分数)的峰前应力-应变曲线的预测结果更接近实验曲线,但低于使用模型1(连续有理幂函数)的预测结果。因此,如果需要更精确地预测峰前应力-应变曲线,则建议使用模型2。否则,可以使用较简单的Model 1。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号