| H形截面构件中单面角焊缝接头的抗拉承载性能:Ⅱ焊缝接头抗拉承载力试验 |
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| 引用本文： | 郑沁宇,陈以一,沈祖炎,刘鹏. H形截面构件中单面角焊缝接头的抗拉承载性能:Ⅱ焊缝接头抗拉承载力试验[J]. 建筑结构, 2001, 0(2) |
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| 作者姓名： | 郑沁宇 陈以一 沈祖炎 刘鹏 |
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| 作者单位： | 同济大学建筑工程系钢结构研究室!上海200092 |
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| 摘 要： | 进行了 2 0个承受拉力的单面角焊缝连接接头的加载试验。试验结果表明 ,这类连接接头的连接焊缝的强度设计可以采用我国现行《钢结构设计规范》的规定进行计算 ,同时这类接头也存在着传力偏心的不利影响 ,结构设计时应予以注意。
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| 关 键 词： | 轻型钢结构 单面角焊缝 抗拉承载力 工程计算 |
Research of Tensile Loading Capacity Test of One-side Fillet in H-shaped Steel Members |
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| Zheng Qinyu Chen Yiyi Shen Zuyan et al.. Research of Tensile Loading Capacity Test of One-side Fillet in H-shaped Steel Members[J]. Building Structure, 2001, 0(2) |
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| Authors: | Zheng Qinyu Chen Yiyi Shen Zuyan et al. |
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| Affiliation: | Zheng Qinyu Chen Yiyi Shen Zuyan et al. |
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| Abstract: | Twenty pieces of welded joints with one side fillet weld were tested under tensile loads. The results indicate that the strength happening on this kind of joint can be computed by the provisions of the steel structural design specification. The tests reveal that the eccentricity of the joints will discount the loading capacity of the joints as well as connected plates when they are used to transfer tensions. |
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| Keywords: | one side fillet weld welded joints tensile load strength |
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