典型张力腿平台整体结构强度分析方法研究
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李阳, 时忠民, 谢彬, 谢文会
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Global Structural Strength Analysis Methodology of a Typical TLP
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Yang LI, Zhong-min SHI, Bin XIE, Wen-hui XIE
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表9 作业工况下控制单元应力结果汇总 |
Table 9 Control element stresses for 1-year condition with maximum unity ratios |
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组号 | 单元号 | 等效应力/MPa | 安全因子 | 相位角/(°) | 编号 | 计算值 | | 允许值 | CG01 | 64288 | 68.7 | 241.5 | 0.284 | 16 | C4 | CG02 | 6 697 | 50.5 | 241.5 | 0.209 | 4 | C8 | CG03 | 64 032 | 73.9 | 241.5 | 0.306 | 28 | C4 | CG04 | 6 716 | 62.7 | 241.5 | 0.260 | 40 | C4 | CG05 | 71 515 | 214.2 | 241.5 | 0.887 | 36 | C3 | CG06 | 55 155 | 204.7 | 241.5 | 0.848 | 34 | C5 | CG07 | 11 277 | 63.8 | 241.5 | 0.264 | 178 | C2 | CG08 | 93 946 | 99.7 | 241.5 | 0.413 | 0 | C8 | CG09 | 42 307 | 75.4 | 241.5 | 0.312 | 28 | C4 | CG10 | 11 336 | 97.1 | 241.5 | 0.402 | 40 | C4 | CG11 | 31 017 | 81.3 | 241.5 | 0.337 | 30 | C7 | CG12 | 42 310 | 123 | 241.5 | 0.509 | 26 | C7 | CG13 | 43 600 | 80.7 | 241.5 | 0.334 | 30 | C7 | CG14 | 71 534 | 58.5 | 241.5 | 0.242 | 28 | C4 | CG15 | 43 578 | 123.4 | 241.5 | 0.511 | 36 | C3 | CG16 | 8 836 | 88.4 | 241.5 | 0.366 | 44 | C4 | CG17 | 55 159 | 58.0 | 241.5 | 0.240 | 8 | C8 | CG18 | 56 077 | 150.7 | 241.5 | 0.624 | 56 | C6 | CG19 | 21 980 | 230.2 | 241.5 | 0.953 | 16 | C4 | CG20 | 9 186 | 50.5 | 241.5 | 0.209 | 14 | C8 | CG21 | 49 040 | 50.9 | 241.5 | 0.211 | 44 | C6 | CG22 | 2 502 | 108.5 | 241.5 | 0.449 | 30 | D3 | CG23 | 69 427 | 89.3 | 241.5 | 0.370 | 32 | C5 | CG24 | 110 028 | 61.6 | 241.5 | 0.255 | 36 | C3 | CG25 | 78 811 | 108.3 | 241.5 | 0.448 | 48 | C5 | CG26 | 67 144 | 93.4 | 241.5 | 0.387 | 56 | C3 | CG27 | 102 149 | 44.3 | 241.5 | 0.183 | 52 | C3 | CG28 | 72 587 | 97.3 | 241.5 | 0.403 | 38 | C5 | CG29 | 107 496 | 25.2 | 241.5 | 0.104 | 44 | C3 | CG30 | 81 025 | 116.1 | 241.5 | 0.481 | 56 | C5 | CG31 | 61 956 | 358.3 | 241.5 | 1.484 | 40 | C3 | CG32 | 82 456 | 229.3 | 241.5 | 0.949 | 42 | C5 | CG33 | 76 615 | 64.6 | 241.5 | 0.267 | 28 | C3 | CG34 | 77 746 | 52.4 | 241.5 | 0.217 | 40 | C7 | CG35 | 81 730 | 52.4 | 241.5 | 0.217 | 40 | C7 |
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