| 钢筋混凝土组合梁桥结合面抗剪性能试验研究 |
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| 引用本文： | 张恒平.钢筋混凝土组合梁桥结合面抗剪性能试验研究[J].东南大学学报(自然科学版),1995(4). |
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| 作者姓名： | 张恒平 |
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| 作者单位： | 东南大学交通运输工程系 |
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| 基金项目： | 交通部七五重点攻关课题。 |
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| 摘 要： | 钢筋混凝土组合梁桥结合面抗剪性能试验研究张恒平（东南大学交通运输工程系，南京２１００１８）６０年代初，交通部科学研究院等单位，根据当时国内经济情况与施工技术水平，提出了具有造价低、用钢量省、预制程度高、施工简便等优点的少筋微弯板工字型组合梁桥，一度时...
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Experimentation and Research on Shearing Resistance of Faying Surface of R.C.Composite Beam Bridge |
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| Zhang Hengping.Experimentation and Research on Shearing Resistance of Faying Surface of R.C.Composite Beam Bridge[J].Journal of Southeast University(Natural Science Edition),1995(4). |
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| Authors: | Zhang Hengping |
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| Abstract: | The shearign resistance of faying surface of R,C,composite beam bridge is one of the primary factors in analysing the utmost limits bearing capacity of the composite bridge,In the past,the effect of the longitudiant steel bars in faying surface upon shearing resistance is seldom taken intocosideration,Through experimentation and research the factors which affected the shearing resistance are obtained,This result can be used as reference for the analysis and calculation of compeite beambridge and other composite structures. |
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| Keywords: | reinforced concrete bridges experiment beams structural plane |
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