首页> 外文期刊>Construction and Building Materials >Investigations on behaviour of flexural deficient and CFRP strengthened reinforced concrete beams under static and fatigue loading
【24h】

Investigations on behaviour of flexural deficient and CFRP strengthened reinforced concrete beams under static and fatigue loading

机译:静载荷和疲劳载荷下抗弯和CFRP加固钢筋混凝土梁的性能研究

获取原文
获取原文并翻译 | 示例
       

摘要

In this study, experimental investigations are carried out on control (without flexural deficiency) and flexural deficient reinforced concrete (RC) beams with two levels (FD1-20% and FD2-30% deficient) of deficiency, under monotonic as well as fatigue loading. After confirming the load carrying capacities under monotonic loading, studies are carried out on flexural deficient RC beams under fatigue loading by considering four load ranges (20-55%, 20-65%, 20-75% and 20-85% of load carrying capacity of control beam, P-uc). It is found that load carrying capacities of FD1 and FD2 RC beams are around 8% and 20% respectively less than that of control beam. But, the fatigue lives of flexural deficient RC beams FD1 and FD2 are drastically less than that of control beam. Fatigue lives of FD1 and FD2 beams under fatigue with load range of 20-75% of P-uc are respectively only 4840 and 292 cycles compared with 1.07387 cycles for control beam. Flexural deficient RC beams are strengthened with CFRP fabric to attain the required moment carrying capacity and are tested under monotonic and fatigue loading. The fatigue lives of flexural deficient RC beams strengthened with one layer of CFRP fabric (SFD1 and SFD2) are increased beyond that of control beam. Further, numerical models are also developed to evaluate the performance of control, deficient and CFRP strengthened flexural deficient RC beams. The fatigue life evaluated by numerical simulations, based on the maximum fracturing strain comprising of contributions from the static loading, stress cycling and cyclic crack opening, corroborated well with that evaluated from experimental investigations. Numerical approach presented in this study would provide inexpensive means for assessing the fatigue life of deficient as well as CFRP strengthened flexural deficient RC beams and would help to devise an appropriate strengthening strategy to attain the required fatigue life. (C) 2019 Elsevier Ltd. All rights reserved.
机译:在这项研究中,在单调以及疲劳载荷下,对具有两个水平缺陷(FD1-20%和FD2-30%缺陷)的控制(无弯曲缺陷)和弯曲缺陷钢筋混凝土(RC)梁进行了实验研究。 。在确定单调载荷下的承载能力后,通过考虑四个载荷范围(载荷的20-55%,20-65%,20-75%和20-85%),对疲劳载荷下的弯曲缺陷RC梁进行研究。控制光束的容量,P-uc)。发现FD1和FD2 RC梁的承载能力分别比控制梁低8%和20%。但是,弯曲不足的RC梁FD1和FD2的疲劳寿命大大小于控制梁的疲劳寿命。 FD1和FD2梁在疲劳下的疲劳寿命(载荷范围为P-uc的20-75%)分别仅为4840和292个周期,而控制梁为1.07387个周期。 CFRP织物加固了弯曲不足的RC梁,以达到所需的承载力,并在单调和疲劳载荷下进行了测试。一层CFRP织物(SFD1和SFD2)增强的抗弯钢筋混凝土梁的疲劳寿命比控制梁增加。此外,还开发了数值模型来评估控制,不足和CFRP加固的挠曲不足RC梁的性能。通过数值模拟评估的疲劳寿命基于最大压裂应变,其中包括静态载荷,应力循环和周期性裂纹开裂的影响,与实验研究评估的结果相吻合。这项研究中提出的数值方法将为评估缺陷以及CFRP加固的挠曲缺陷RC梁的疲劳寿命提供廉价的手段,并将有助于设计适当的加固策略来达到所需的疲劳寿命。 (C)2019 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