首页> 外文期刊>Construction and Building Materials >Models for predicting elastic modulus and tensile strength of carbon, basalt and hybrid carbon-basalt FRP laminates at elevated temperatures
【24h】

Models for predicting elastic modulus and tensile strength of carbon, basalt and hybrid carbon-basalt FRP laminates at elevated temperatures

机译:预测高温下碳纤维,玄武岩和杂化碳玄武岩FRP层压板的弹性模量和拉伸强度的模型

获取原文
获取原文并翻译 | 示例
           

摘要

Basalt fiber-reinforced polymers (B) composite laminates have been extensively used over the last decade in externally strengthening of reinforced concrete (RC) slabs and beams in flexure and shear. Basalt fibers have higher thermal resistance, corrosion resistance, and ductility than the commonly used carbon (C) laminates. However, there is a lack of knowledge about the mechanical properties of such laminates and their hybrid combinations when exposed to elevated temperatures. This paper presents the results of an experimental program that studies the mechanical properties of carbon (C), basalt (B), and their hybrid combinations (BC, CBC, CCB, BBC, and BCB) of multiple layers at elevated temperatures. The experimental program consists of 140 coupon specimens were prepared and tested after being exposed to different temperatures ranging from 25 to 250 degrees C. The results showed that both the elastic modulus and the tensile strength of the C and B laminates degraded with the increase in temperature. However, the degradation was greater in the C composite sheets. Based on the experimental results, it was also observed that the mechanical degradation was the highest in C laminates, which reached to almost 90% at 250 degrees C. In addition, the elastic modulus and tensile strength values had shown that the BBC and B laminates had the highest mechanical performance when exposed to elevated temperatures. In addition, analytical models are proposed from the generated test data to predict the variation in the elastic modulus and tensile strength with temperature. The obtained results and proposed models can be used as input parameters in the analysis and design of externally strengthened members with such FRP laminates. This study strongly endorses the use of B and hybrid combination of B and C laminates in strengthening RC slabs and beams. (C) 2016 Elsevier Ltd. All rights reserved.
机译:过去十年中,玄武岩纤维增强聚合物(B)复合层压板广泛用于外部增强钢筋混凝土(RC)板和梁的挠曲和剪切力。玄武岩纤维比常用的碳(C)层压板具有更高的耐热性,耐腐蚀性和延展性。然而,当暴露于高温下时,缺乏关于这种层压体及其混合组合的机械性能的知识。本文介绍了一个实验程序的结果,该程序研究了高温下多层碳(C),玄武岩(B)及其混合组合(BC,CBC,CCB,BBC和BCB)的机械性能。实验程序由140个试样制成,并在暴露于25至250摄氏度的不同温度后进行测试。结果表明,C和B层压板的弹性模量和拉伸强度均随温度的升高而降低。然而,C复合片材的降解更大。根据实验结果,还观察到C层压板的机械降解最高,在250℃时达到近90%。此外,弹性模量和拉伸强度值表明BBC和B层压板暴露于高温下具有最高的机械性能。此外,从生成的测试数据中提出了分析模型,以预测弹性模量和拉伸强度随温度的变化。所获得的结果和提出的模型可以用作此类玻璃钢层压板外部加固构件的分析和设计中的输入参数。这项研究强烈支持使用B以及B和C层压板的混合组合来加固RC板和梁。 (C)2016 Elsevier Ltd.保留所有权利。

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