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钢闸门面板弹塑性极限承载力计算
Calculation of the Elasto-Plastic Limit Bearing Capacity for the Face Plate of Steel Lock Gates
【摘要】 钢闸门的面板在进入弹塑性阶段后 ,仍有很大的强度储备 .根据板壳理论及结构塑性极限分析定理 ,分别推求出了钢闸门面板的弹性极限承载力及塑性极限承载力 ,从而给出了钢闸门面板设计公式中的弹塑性调整系数的理论值 ,供各国修订规范参考
【Abstract】 The faceplate of a steel lock gate still has a large margin of safety after it has been in the elasto plastic phase.Based on the shell slab theory and the theory of elastic limit analysis,the elastic limit bearing capacity and the plastic limit bearing capacity of the faceplate of a steel lock gate are solved respectively.Then,the theoretical value of the elasto plastic adjustment coefficient for the design formula of steel faceplate is proposed,which may serve as a reference in the revision of related codes.
【关键词】 钢面板;
四边简支;
弹性极限承载力;
塑性极限承载力;
【Key words】 steel facing; simply supported along four sides; elastic limit bearing capacity; plastic limit bearing capacity;
【Key words】 steel facing; simply supported along four sides; elastic limit bearing capacity; plastic limit bearing capacity;
- 【文献出处】 水利水电科技进展 ,ADVANCES IN SCIENCE AND TECHNOLOGY OF WATER RESOURCES , 编辑部邮箱 ,2000年02期
- 【分类号】TV663
- 【被引频次】4
- 【下载频次】108