期刊文献+

焊接钢筋网单向板开裂性能的研究 被引量:2

CRACKING BEHAVIOR OF ONE-WAY SLABS REINFORCED WITH WELDED WIRE FABRIC
下载PDF
导出
摘要 给出了焊接钢筋网单向板裂缝间距和宽度的计算公式,并做了7块单向板的试验来验证,结果表明,这些板的开裂间距主要依赖于焊接横向钢筋间距,而裂缝宽度的计算是根据裂缝间距进行的。 Equations for predicting the spacing and width of cracks in one-way slabs reinforced with welded wire fabric are presented.7 slabs were tested to verify the predictions.Results showed that crack spacings in slabs depen mainly on the spacing of welded transverse wire.Crack widths are calculated on the basis of crack.spacing。
作者 姜静 黄鼎业
出处 《工业建筑》 EI CSCD 北大核心 1997年第12期16-19,共4页 Industrial Construction
关键词 焊接 钢筋网 裂缝 单向板 混凝土工程 welded wire fabric crack spacing and width one-way slabs
  • 相关文献

同被引文献19

  • 1聂建国,易卫华.压型钢板-混凝土组合板的受力性能及其计算[J].建筑结构,2005,35(1):49-52. 被引量:17
  • 2任民,毕既华.钢筋焊接网的发展与展望[J].施工技术,2003,32(3):1-3. 被引量:3
  • 3Leonhard B E,Chang P.Potential gains through welded wire fabric reinforcement[J].Journal Of Construction Engineering and Management,1992,118(2):244-257.
  • 4Ayyub B M,Al-Mutairi N,Chang P.Structural strength of bridge decks reinforced with welded wire fabric[J].Journal of Structural Engineering,1996,122(9):989-997.
  • 5Mau S T,John H,Hong L.Small-Column Compression tests on concrete confined by WWF[J].Journal of Structural Engineering,1998(5):252-261.
  • 6Murat S,Mongi J.Confinement of reinforced concrete columns with welded reinforced grids[J].ACI Structural Journal,1999,96(1):29-39.
  • 7Xiaoyi X,Sami R,Kyuichi M.Effectiveness of welded wire fabric as shear reinforcement in pretensioned prestressed concrete T-Beams[J].ACI Structural Journal,1988,85(4):429-436.
  • 8Andrew G,William C D,Denis M.Tests to determine performance of deformed welded wire fabric stirrups[J].ACI Structural Journal,1994,91(2):211-220.
  • 9Chien-Hung L,Shyh-Ming P.Flexural behavior of concrete beams with welded wire fabric as shear reinforcement[J].ACI Structural Journal,1998,95(5):540-546.
  • 10Jose P A,Sami R H A.Emmanuel.Performance of welded wire fabric as shear reinforcement under cyclic loading[J].ACI Structural Journal,1989,86(6):728-735.]

引证文献2

二级引证文献8

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