• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>International Conference on Civil Engineering,Architecture and Building Materials >Experimental and Theoretical Analysis on Carrying Capacity and Deflection of Bond-Retarded Prestressed Concrete Continuous Beams
【24h】

Experimental and Theoretical Analysis on Carrying Capacity and Deflection of Bond-Retarded Prestressed Concrete Continuous Beams

机译：粘结预应力混凝土连续梁承载能力和挠度的实验与理论分析

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Based on the experiments of four bond-retarded prestressed concrete continuous beams, an unbounded prestressed and a bonded prestressed concrete continuous beams, this paper analyzes the ultimate bearing capacity and the deflection of the continuous beams by comparing the theoretical and experimental results, shows that the bond-retarded prestressed beams has the same character with the unbonded prestressed beams when retarding mortar is not hardening;;while the bond-retarded prestressed beams has the same character with the bonded prestressed beams when retarding mortar is hardening.
机译：基于四个粘结预应力混凝土连续梁的实验，通过比较理论和实验结果，分析了一个无界预应力和粘合预应力的混凝土连续梁，分析了连续梁的最终承载能力和偏转，表明了粘结的预应力梁具有与延迟砂浆不硬化时的未粘结预应力梁的相同字符;而粘结的预应力梁具有相同的特征，当延迟砂浆硬化时具有粘合预应力的梁。

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