全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

配HRBF500级钢筋混凝土梁受弯承载力试验

Keywords: HRBF500级钢筋,受弯承载力,混凝土梁,试验

Full-Text   Cite this paper   Add to My Lib

Abstract:

试验设计制作了7根配有500MPa细晶粒高强钢筋的钢筋混凝土梁,通过变化保护层厚度、纵筋配筋率、混凝土强度等因素,分析研究高强钢筋混凝土梁的承载力.试验结果表明,应用了500MPa细晶粒高强钢筋的混凝土梁承载力的实测结果与计算值比较接近,可以继续沿用现有的规范计算模式.

References

[1]  中华人民共和国建设部.GB50152-92混凝土结构试验方法标准[S].北京:中国建筑工业出版社,1992.
[2]  中华人民共和国建设部.GB50110—2002混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
[3]  张艇.HRB500级钢筋混凝土构件受力性能的试验研究[D].郑州:郑州大学土木工程学院,2004.ZHANG Ting.Experement study on concret elements reinforced with HRB500 steel bars[D].Zhengzhou:Civil EngineeringCollege of Zhengzhou University,2004.(in Chinese)
[4]  徐风波.配高强钢筋混凝土梁的受弯性能试验研究[D].长沙:湖南大学土木系,2007.XU Feng-bo.Experement study on bend behavior of beams reinforced with high-strength steel bars[D].Changsha:Department of Civil Engineering of Hunan University,2007.(in Chinese)
[5]  钱伟.500 MPa螺旋肋钢筋混凝土构件受力性能的试验研究[D].郑州:郑州工业大学土木工程学院,2000.QIAN Wei.Experement study on concret elements reinforced with 500MPa steel bars[D].Zhengzhou:Civil EngineeringCollege of Zhengzhou Industrial University,2000.(in Chinese)
[6]  钟铭,王海龙,刘仲波.高强钢筋高强混凝土梁静力和疲劳性能试验研究[J].建筑结构学报,2005,36(4):94-97.ZHONG Ming,WANG Hai-long,LIU Zhong-bo.Experement study on static and fatigue performance of hi-concret beamsreinforced with high-strength steel bars[J].Journal of architecture structure,2005,36(4):94-97.(in Chinese)
[7]  尚世仲.配高强钢筋混凝土梁的受弯性能试验研究[D].上海:同济大学土木系,2007.SHANG Shi-zhong.Experiment study on bend behaviour of beams reinforced with high-strengh steel bars[D].Shanghai:Department of Civil Engineering of Tongji University,2007.(in Chinese)
[8]  王全风,刘风谊,杨勇新.HRB500级钢筋混凝土简支梁受弯试验研究[J].华侨大学学报,2007,32(3):300-303.WANG Quan-feng,LIU Feng-yi,YANG Yong-xin.Experement study of concret beams reinforced with HRB500 steel bars[J].Journal of Huaqiao University,2007,32(3):300-303.(in Chinese)

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133