节点文献

水电站巨型薄壁输水钢管外压失稳规律分析及优化设计方案

An optimized design project & principle analysis of losing stability on huge thin wall hydroelectric station penstock under external pressure

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 史长莹马文英简新平

【Author】 SHI Chang-ying,MA Wen-ying,JIAN Xin-ping(School of Water Conservancy,Hebei University of Engineering,Handan,Hebei 056021,China)

【机构】 河北工程学院水利系河北工程学院水利系 河北邯郸056021河北邯郸056021河北邯郸056021

【摘要】 针对水电站输水钢管向巨型化发展的现状,分析了加劲钢管临界失稳时的外压承载力及失稳形态与管径、壁厚、加劲环形状、尺寸、布置间距及材料的力学性能之间的关系,揭示了其外压承载力骤减的主要影响因素及其骤减区间,给出了合理的加劲环形状、尺寸及最有效布置间距,提出了钢管各部位外压稳定与强度安全协调一致的优化设计方案。

【Abstract】 The diameter of water conveyance steel tube becomes larger and larger.The paper analyzed the connection of bearing capacity of bracing steel tube critical losing stability and pattern under external pressure and steel tube diameter,wall thickness,bracing ring form,dimension,arrangement spacing and material mechanics capability,showed the main affecting factor of bearing capacity and range reducing very quickly under external pressure,presented reasonable shape,appropriate sizes and most efficient arrangement spacing of bracing ring,and put forward the optimized design project which ensures harmonizing and being identical of all the sections of steel tube stability under external pressure and intensity safe.

【基金】 国家自然科学基金项目(50079005)
  • 【文献出处】 西北农林科技大学学报(自然科学版) ,Journal of Northwest Sci-Tech University of Agriculture and Forestry , 编辑部邮箱 ,2005年07期
  • 【分类号】TV672.2
  • 【被引频次】2
  • 【下载频次】81
节点文献中: 

本文链接的文献网络图示:

本文的引文网络