首页> 美国政府科技报告 >Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints
【24h】

Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints

机译:粘结劣化对钢筋混凝土节点滞回性能的影响

获取原文

摘要

The work presented in this report is concerned with developing an analytical model which describes the hysteretic behavior of reinforced concrete beam-column joints. The model takes into account the interaction of reinforcing steel and surrounding concrete through bond and the deterioration of such interaction under cyclic deformation reversals. The cyclic deterioration of bond results in relative slippage of reinforcing bars with respect to concrete thus giving rise to significant concentrated rotations at the beam-column interface. The model is presented for interior joints, its extension to exterior joints and girder inelastic regions is indicated.

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