期刊文献+

复合材料与混凝土复合箱梁设计的研究 被引量:1

下载PDF
导出
摘要 提出了玻璃纤维增强塑料与炭纤维增强塑料和混凝土复合箱梁的设计思路,并且推导了了设计复合箱梁的一些计算公式,最后,本文给出了一个FRP-混凝土复合箱梁的设计示例,以例设计者参考。
出处 《工程力学》 EI CSCD 北大核心 1999年第a02期100-106,共7页 Engineering Mechanics
  • 相关文献

同被引文献14

  • 1Li J Hadi M N S. Behaviour of externally Confined High-Strength Concrete Columns under Eccentric Loading[J]. Composite Structures, 2003,62:145~153.
  • 2Nanni A, Norris M S.FRP Jacked Concrete under Flexure and Combined Flexure-Compression[J]. Construction and Building Materials, 1995,9(5):273~281.
  • 3袁华 薛元德 李文晓 张敏鸿.一种新概念梁-混杂GFRP/CFRP管混凝土组合梁的研究[A].岳清瑞.第二届土木工程用纤维增强复合材料(FRP)应用技术交流会(昆明)学术论文集[C].北京:清华大学出版社,2002.296-305.
  • 4Mirmiran A, Samaan M, Cabrera S, Shahawy M. Design, manufacture and testing of a new hybrid column[J]. Construction and Building Materials, 1998,12(1):39~49.
  • 5Teng M H, Sotelino F D, Chen W F. Performance Evaluation of Reinforced Concrete Bridge Columns Wrapped with Fiber Reinforced Polymers[J].Journal of Composites for Construction,2003,7(2):83~92.
  • 6Moran D A,Pantelides C P. Stress-Strain Model for Fiber-Reinforced Polymer Confined Concrete[J]. Journal of Composites for Construction,2002,6(4):233~240.
  • 7Miyauchi K, Nishibayashi S, Inoue S. Estimation of Strengthening Effects with Carbon Fiber Sheet for Concrete Column[A]. Proceedings of the Third International Symposium on Non-metallic(FRP) Reinforcement for Concrete Structures[C]. Sapporo:JCI,1997:217~224.
  • 8Samaan M, Mirmiran A, Shahawy M. Model of Concrete Confined by Fiber Composites[J]. Journal of Structural Engineering,1998,126(9):1025~1031.
  • 9Sekijima K, Ogisako E, Miyata K, Hayashi K. Analytical Study on Flexural Behavior of GFRP-Concrete Composite Beam[A].Proceedings of the International Conference on FRP Composites in Civil Engineering[C]. Hong Kong:Elsevier Science Ltd, 2001:1363~1370.
  • 10Nordin H, Tljsten. Testing of hybrid FRP composite beams in bending[J].Composites:Part B,2004,35(1):27~33.

引证文献1

二级引证文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部