首页> 外文会议>International Conference on Civil Engineering and Material Engineering >Experimental Study on Mechanical Properties of Steel Fiber Reinforced High Performance Concrete
【24h】

Experimental Study on Mechanical Properties of Steel Fiber Reinforced High Performance Concrete

机译:钢纤维高性能混凝土力学性能实验研究

获取原文

摘要

A large number of experiments have been carried out in this study to reveal the effect of the steel fiber dosage on the mechanical properties of HPC (high performance concrete). The mechanical property includes compressive strength, elastic modulus and flexural strength. The results indicate that the addition of steel fiber increase the compressive strength, elastic modulus and flexural strength of HPC. When the steel fiber dosage is less than 2%, these mechanical property parameters are increasing gradually with the increase of steel fiber dosage, while these parameters begin to decrease when the steel fiber dosage is more than 2%. With the development of HPC, the application of steel fibers in HPC becomes more and more popular. In the actual construction of steel fiber reinforced HPC, the dosage of steel fiber should be controlled strictly in order to ensure that the steel fibers can perform their best improvement on high performance concrete.
机译:本研究已经进行了大量实验,揭示了钢纤维剂量对HPC(高性能混凝土)的机械性能的影响。机械性能包括抗压强度,弹性模量和弯曲强度。结果表明,加入钢纤维增加了HPC的抗压强度,弹性模量和抗弯强度。当钢纤维剂量小于2%时,随着钢纤维剂量的增加,这些机械性能参数逐渐增加,而当钢纤维剂量超过2%时,这些参数开始减少。随着HPC的发展,HPC中钢纤维的应用变得越来越受欢迎。在钢纤维增强HPC的实际构造中,应严格控制钢纤维的用量,以确保钢纤维可以在高性能混凝土上进行最佳改进。

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