基于结构功能衍生系数的桥式起重机金属结构优化设计
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董青,张天祥,戚其松,徐格宁
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Optimization design of metal structure of bridge crane based on structural function derivative coefficients
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Qing DONG,Tianxiang ZHANG,Qisong QI,Gening XU
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表9 起重机金属结构优化结果 |
Table 9 Optimization results of metal structure of crane |
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结构 | 参数 | 第1次优化值/mm | 单调增减情况 | 第2次优化值/mm | 单调增减情况 | 第3次优化值/mm | 单调增减情况 | 第3次优化值/mm | 单调增减情况 |
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桥架结构 | x1 | 24 | - | 24 | - | 24 | - | 24 | - | x2 | 23 | + | 22 | + | 21 | + | 20 | + | x3 | 14 | - | 14 | - | 14 | - | 14 | - | x4 | 14 | - | 14 | - | 14 | - | 14 | - | x5 | 34 | - | 34 | - | 34 | - | 34 | - | x6 | 20 | - | 20 | - | 20 | - | 20 | - | x7 | 34 | + | 34 | + | 34 | + | 34 | + | x8 | 12 | - | 12 | - | 12 | - | 12 | - | x9 | 24 | - | 24 | - | 24 | - | 24 | - | | 3.567 5 | | 2.489 7 | | 1.411 9 | | 0.334 1 | | Y1/MPa | 102.177 5 | | 104.667 2 | | 106.079 1 | | 106.413 2 | | 小车架结构 | x10 | 15 | + | 14 | | 13 | | 12 | | x11 | 20 | - | 20 | | 20 | | 20 | | x12 | 39 | + | 38 | | 37 | | 36 | | x13 | 39 | + | 38 | | 37 | | 36 | | x14 | 35 | + | 34 | | 33 | | 32 | | x15 | 16 | + | 16 | | 16 | | 16 | | x16 | 24 | - | 24 | | 24 | | 24 | | x17 | 5 | + | 5 | | 5 | | 5 | | x18 | 5 | + | 5 | | 5 | | 5 | | | 10.863 7 | | 9.8621 | | 8.860 5 | | 7.858 9 | | Y2/MPa | 141.423 7 | | 151.285 8 | | 160.146 3 | | 168.005 2 | |
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