外压作用下深海腐蚀缺陷管道的屈曲失稳机理
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龚顺风,徐勤贵,周家伟,王喜鹏,刘承斌
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Buckle and collapse mechanisms of deep-sea corrosion defect pipes under external pressure
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Shun-feng GONG,Qin-gui XU,Jia-wei ZHOU,Xi-peng WANG,Cheng-bin LIU
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| 表 2 钢管试件试验结果 |
| Tab.2 Experimental results of steel tube test specimens |
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| 试件编号 | l/D | c/(πD) | d/t | 失稳模式 | pCOR/MPa | ${p_{_{ {\rm{COR} } } }}/{\hat p_{_{ {\rm{CO} } } }}$ | | TD1 | 1.00 | 0.05 | 0.30 | 模式1 | 22.41 | 0.976 | | TD2 | 1.00 | 0.05 | 0.40 | 模式1 | 21.79 | 0.949 | | TD3 | 1.00 | 0.05 | 0.50 | 模式1 | 19.88 | 0.866 | | TD4 | 1.00 | 0.05 | 0.60 | 模式2 | 18.27 | 0.796 | | TD5 | 1.00 | 0.05 | 0.70 | 模式2 | 16.80 | 0.732 | | TD6 | 0.50 | 0.05 | 0.60 | 模式1 | 21.55 | 0.939 | | TD7 | 1.50 | 0.05 | 0.60 | 模式2 | 16.70 | 0.728 | | TD8 | 2.00 | 0.05 | 0.60 | 模式3 | 16.21 | 0.706 | | TD9 | 1.00 | 0.025 | 0.60 | 模式1 | 20.12 | 0.877 | | TD10 | 1.00 | 0.075 | 0.60 | 模式2 | 17.19 | 0.749 | | TD11 | 1.00 | 0.10 | 0.60 | 模式2 | 16.88 | 0.736 |
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