| 钢纤维增强钢丝网混凝土T形梁正截面强度计算及裂缝分析 |
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| 引用本文： | 禹智涛,李士恩.钢纤维增强钢丝网混凝土T形梁正截面强度计算及裂缝分析[J].工业建筑,2003,33(7):44-46,25. |
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| 作者姓名： | 禹智涛 李士恩 |
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| 作者单位： | 广东工业大学,建设学院,广州,510643 |
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| 摘 要： | 根据有关试验结果 ,研究了钢纤维增强钢丝网混凝土T形梁的正截面强度及裂缝计算方法。结合某用钢纤维增强钢丝网混凝土建造的桥梁 ,进行了钢纤维增强钢丝网混凝土T形梁的正截面强度及裂缝计算。结果表明 ,钢纤维增强钢丝网混凝土T形梁具有较高的正截面抗弯强度和良好的抗裂性能。
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| 关 键 词： | 钢纤维增强钢丝网混凝土 T形梁 抗弯强度 裂缝 |
BENDING STRENGTH CALCULATION AND CRACK ANALYSIS OF STEEL FIBER REINFORCED FERROCONCRETE T-BEAM |
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| Yu Zhitao\ Li Shien.BENDING STRENGTH CALCULATION AND CRACK ANALYSIS OF STEEL FIBER REINFORCED FERROCONCRETE T-BEAM[J].Industrial Construction,2003,33(7):44-46,25. |
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| Authors: | Yu Zhitao\ Li Shien |
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| Abstract: | According to relevant experimental results,the calculating methods of bending strength and crack for steel fiber reinforced ferroconcrete T beam are studied.To counter a bridge constructed with steel fiber reinforced ferroconcrete,the calculation of bending strength and crack of steel fiber reinforced ferroconcrete T beam has been accomplished.The results show that steel fiber reinforced ferroconcrete T beam possesses high bending strength and excellent crack resistance property. |
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| Keywords: | steel fiber reinforced ferroconcrete\ T beam\ bending strength\ crack |
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