均布荷载作用下高桩无梁板式码头上部面板的受力分析  

Stress Analysis of Dock Panel of High-Pile Wharf without Beam and Plate under Uniformly Distributed Load

作　　者：崔川川[1] 赵雁飞[1] 马旭[1] 

机构地区：[1]中交第一航务工程勘察设计院有限公司,天津300222

出　　处：《港口科技》2017年第5期11-14,共4页Port Science & Technology

摘　　要：为分析研究均布荷载作用下高桩无梁板式码头上部面板的受力情况,结合实际工程项目,介绍传统计算理论的求解方法和2种利用有限元软件进行数值模拟的方法,采用Robot软件分别建立板壳模型和实体模型,并对比分析以上3种方法的计算结果。建议在工程设计中采用有限元法与实体模型相结合的方法进行核算,以保证设计的可靠性。Combined with engineering examples, the traditional calculation theory and two numerical simulation methods of finite element software are introduced to study the stress of dock panel of high-pile wharf without beam and plate under the uniformly distributed load. The plate model and the entity model are built by Robot software and the calculation results of the three methods are analyzed. Some suggestions on engineering design with finite elements and entity model are shown to ensure the reliability of design.

关 键 词：港口 高桩码头 Robot软件 板壳模型 实体模型 

分 类 号：U656.113[交通运输工程—港口、海岸及近海工程]