| 焊接钢筋网单向板开裂性能的研究 |
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| 引用本文： | 姜静,黄鼎业.焊接钢筋网单向板开裂性能的研究[J].工业建筑,1997,27(12):16-19. |
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| 作者姓名： | 姜静 黄鼎业 |
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| 作者单位： | 上海交通大学(姜静)，同济大学(黄鼎业) |
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| 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。
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| 关 键 词： | 焊接钢筋网 裂缝间距和宽度 单向板 |
CRACKING BEHAVIOR OF ONE-WAY SLABS REINFORCED WITH WELDED WIRE FABRIC |
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| Jiang,JingHuang Dingyie.CRACKING BEHAVIOR OF ONE-WAY SLABS REINFORCED WITH WELDED WIRE FABRIC[J].Industrial Construction,1997,27(12):16-19. |
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| Authors: | Jiang JingHuang Dingyie |
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| Affiliation: | Jiang JingHuang Dingyie(Shanghai Jiaotong University 200030)(Tongji University 200092) |
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| Abstract: | 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。 |
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| Keywords: | welded wire fabric crack spacing and width one-way slabs |
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