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- W3146783091 abstract "与塑造 H 的横梁连接的空柱体关节的一种类型为空间结构被建议。基于 von 协定收益标准和完美的 elasto 粘性模型，关节的一系列有限元素模型被建立，在哪个几何非线性的效果被考虑。然后机械的行为和关节的带负担的能力被调查，它受到把时刻，和他们的联合弄弯的轴的负担，在里面飞机和外面飞机。结果证明最终大量关节被最大的排水量决定。而且，与多重横梁连接的一个关节的案例被讨论。一套典型照原尺寸的关节的实验被进行理解结构的行为和关节的失败机制，并且也当模特儿验证有限元素。最后，实际计算方法通过有限元素分析(FEA ) 被建立结果和数字试穿。关节比焊接空球形的关节更可锻、重大地节俭的结果表演，和实际计算方法能为直接设计和相关设计代码的修订提供一本参考书。" @default.
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- W3146783091 date "2012-01-01" @default.
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- W3146783091 title "Load-carrying capacity and practical calculation method for hollow cylinder joints connected with H-shaped beams" @default.
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