期刊文献+

基于准静态法的船体梁极限强度试验设计方法

Ultimate Strength Test Design Method of Hull Girder Based on Quasi-Static Method
下载PDF
导出
摘要 为了应对采用传统试验法求解船体梁极限强度问题时存在的成本较高的情况,有必要在开展试验之前进行预设计。针对船体梁极限强度试验预设计问题,采用四点弯曲理论对船体梁极限强度开展试验设计,给出具体的试验工装设计方案和加载方案,并采用准静态法分析该方案在中拱状态下的极限强度。将采用该方法所得计算结果与理想状态下的数值计算结果相对比对比,结果发现误差仅为0.08%,表明该试验设计方案可靠、可行。研究结果可为船体梁极限强度试验的开展提供参考。 In order to address the high cost of traditional experimental methods for solving the problem of calculating the ultimate strength of ship hull beams,it is necessary to conduct pre-design before conducting the experiment.For the pre-design problem of the ultimate strength test of ship hull beams,the four-point bending theory is used to carry out the experimental design of the ultimate strength of ship hull beams,and specific experimental tooling design and loading schemes are given.The quasi-static method is used to analyze the ultimate strength of the scheme under the condition of mid-arch.The calculated results obtained by using this method are compared with the numerical calculation results under ideal conditions,and it is found that the error is only 0.08%,indicating that the experimental design scheme is reliable and feasible.The research results can provide a reference for the development of the ultimate strength test of ship hull beams.
作者 王珂 王加明 李金鹏 秦闯 李永正 雷银慧 WANG Ke;WANG Jiaming;LI Jinpeng;QIN Chuang;LI Yongzheng;LEI Yinhui(School of Naval Architecture and Ocean Engineering,Jiangsu University of Science and Technology,Zhenjiang 212003,Jiangsu,China)
出处 《船舶工程》 CSCD 北大核心 2024年第3期42-47,80,共7页 Ship Engineering
基金 国家自然科学基金(52071161)。
关键词 船体梁 极限强度 准静态法 试验设计 hull beam ultimate strength quasi-static method experimental design
  • 相关文献

参考文献2

二级参考文献54

  • 1黄震球,陈齐树,骆子夜.船体梁的极限纵强度[J].华中理工大学学报,1996,24(7):1-5. 被引量:6
  • 2Paik, J. K. , Ham, J. H. and Ko, J. H. A new plate buckling design formula (2nd report) on the plasticitycorrection[J], Journal of the Society of Naval Architects of Japan, 1992,172:117-425
  • 3Paik J K, Thayamballi A K. Buckling strength of steel plating with elastically restrained edges[J].Thin-Walled Structures, 2000, 37(1): 27-57
  • 4Steen E and Valsgard S. Simplified buckling strength criteria for plates subjected to biaxial compression and lateral pressure[A]. Proceeding of the Ship Structure Symposium, SNAME, Arlington, 1984 : 257-272
  • 5Paik J K, Ham J H and Kim U N. A new plate buckling design formula[J].Journal of the Society of Naval Architects of Japan, 1992, 171:559-566
  • 6Paik J K, Ham J H and Kim U N. A new plate buckling design formula(2nd report)-On the plasticity correction[J]. Journal of the Society of Naval Architects of Japan, 1992, 172:417-425
  • 7Yao T, Fujikubo M, Yanagihara D, et al. Influence of welding imperfections on buckling/ultimate strength of ship bottom plate subjected to combined biaxial thrust and lateral pressure [A-]. Thin-Walled Structures, Research and Development, 2nd International Conference on Thin-walled Structures, 1998:425-432
  • 8Fujita, Y., Nomoto, T. and Niho, O. Ultimate strength of rectangular plates subjected to combined loading-Square plates compression and shear[J].Journal of the society of naval Architects of Japan.1997, 145:194-220
  • 9Ueda Y, Rashed S M H and Paik J K. Effective width of rectangular plates subjected to combined loads[J].Journal of the Society of Naval Architects of Japan,1986, 159:269-281
  • 10Paik J K, Thayambally D K and Kim D H. An analytical method for the ultimate compressive strength and effective plating of stiffened panels [C]. Journal of Constructional Steel Research, 19 91

共引文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部