...
首页> 外文期刊>International Journal of Engineering Research and Applications >The Comparison Between Pull-Out Test And Beam Bending Test To The Bond Strength Of Bamboo Reinforcement In Light Weight Concrete
【24h】

The Comparison Between Pull-Out Test And Beam Bending Test To The Bond Strength Of Bamboo Reinforcement In Light Weight Concrete

机译:轻混凝土中竹筋粘结强度的拉力试验与梁弯曲试验的比较。

获取原文

摘要

Bamboo reinforced concrete as a building material is expected to be an alternative to steel reinforced concrete. Due to the fact that steel is not renewable and polluting steel mills are fairly high. The bond strenght is a major concern for the natural fiber used as reinforcement in structural composites. This paper reports study on the bond strenght of bamboo reinforcement in concrete. To determine the adhesion reinforcement in concrete often do by the pull-out test. The research objective was to compare the bond strenght between pull-out test and beam bending tests . The test used light weight concrete with foam additives klerak. Bamboo slats, coated paint and sprinkled with sand. The result pull-out test is equal to 0.41 MPa. Bond strenght bamboo in bending test is 1.49 MPa. The results obtained showed that the bond strenght of bamboo pull-out test is smaller than the beam bending test.
机译:竹增强混凝土作为建筑材料有望替代钢增强混凝土。由于钢铁是不可再生的,污染严重的钢厂很高。对于用作结构复合材料增强材料的天然纤维,粘结强度是一个主要问题。本文报道了竹增强剂在混凝土中的粘结强度的研究。要确定混凝土中的粘结强度,通常需要通过拉力试验来完成。研究目的是比较拉拔试验和梁弯曲试验之间的粘结强度。该测试使用了带有泡沫添加剂klerak的轻质混凝土。竹板条,涂层漆和沙子。结果拔出试验等于0.41 MPa。弯曲试验中的竹粘结强度为1.49 MPa。结果表明,竹拉试验的结合强度小于梁的弯曲试验。

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