| 引用本文: | 苏明周,赵凯,孙艳文.波纹钢板纵向接缝高强度螺栓连接承载力研究[J].哈尔滨工业大学学报,2019,51(6):122.DOI:10.11918/j.issn.0367-6234.201808146 |
| SU Mingzhou,ZHAO Kai,SUN Yanwen.Study on the bearing capacity of high strength bolt connection for longitudinal seam of corrugated steel plates[J].Journal of Harbin Institute of Technology,2019,51(6):122.DOI:10.11918/j.issn.0367-6234.201808146 |
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| 摘要: |
| 为研究波纹钢板纵向接缝高强度螺栓连接承载力,考虑钢板厚度、钢板面层是否热浸镀锌等因素,对波纹钢板连接试件进行静力拉伸试验,并设计同等条件下平板连接试件试验为对照组.从试件的破坏模式、纵向接缝的滑移荷载、极限荷载、滑移位移和极限位移等方面进行分析.研究结果表明:热浸镀锌对连接试件的极限荷载基本无影响;当连接试件发生孔壁承压破坏时,波纹连接试件极限荷载比同等条件下平板连接试件高12%～20%,两者极限位移相差不大;当连接试件发生螺杆剪坏时,两者极限承载力基本相同,平板连接试件极限位移约为波纹板连接试件的1.3～1.7倍.通过规范计算结果与试验结果的对比分析,建议波纹钢板纵向接缝高强度螺栓连接的承载力偏于安全地按JGJ 99—2015计算. |
| 关键词: 波纹钢板 高强度螺栓 纵向接缝 承载力 极限位移 |
| DOI：10.11918/j.issn.0367-6234.201808146 |
| 分类号:TU391;TU317.1 |
| 文献标识码:A |
| 基金项目:十三五国家重点研发项目(2016YFC0701503) |
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| Study on the bearing capacity of high strength bolt connection for longitudinal seam of corrugated steel plates |
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SU Mingzhou1,2,ZHAO Kai1,2,SUN Yanwen3
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(1.School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China; 2.Key Lab of Structural Engineering and Earthquake Resistance (Xi’an University of Architecture and Technology), Ministry of Education, Xi’an 710055, China; 3.Institute of Building Standard Design & Research Co., Ltd., Beijing 100048, China)
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| Abstract: |
| To study the bearing capacity of high strength bolt connection, static tensile tests on longitudinal seam of corrugated steel plate (CSPs) specimens were carried out by considering hot-dip galvanized and non-galvanized steel plates with different thicknesses, and flat plate specimens were designed under the same condition for comparison. The failure mode, the ultimate load and slip load of the longitudinal seam, and the limit and slip displacement of the specimens were analyzed. Results reveal that hot-dip galvanizing almost did not affect the ultimate load. When bearing failure at bolt hole occurred, the ultimate load of the CSP connections was about 12% to 20% higher than that of the flat plate specimens, while there was little difference in the limit displacement between them. When bolt shearing failure occurred, the ultimate displacement of the flat plate connections was about 1.3 to 1.7 times of the CSP ones, but their ultimate bearing capacities were similar. Based on the comparison between the standard calculation result and the test result, it suggests that the design formulae of JGJ 99—2015 are safe to calculate the bearing capacity of longitudinal seam strength of CSP with high strength bolt connection. |
| Key words: corrugated steel plate high strength bolt longitudinal seam ultimate load ultimate displacement |
