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。
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