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- W2357694257 abstract "Based on the assumption of extensible elastic beams,energy method was performed to analyze the thermal post-buckling behaviors of heat pipes,both in the air and underground,with immovable ends in the axial direction.The relationships among reaction force,the critical temperature,maximum deflection and pipe flexibility were obtained.Analytical solution shows that underground pipe's post-buckling performance is decided by the buckling mode,material properties,temperature and the size of pipe,meanwhile,in the air,buckling mode has no effect on the pipe's performance.Thermal post-buckling behavior's characteristic of non-sudden was also verified.In the end,the difference between post-buckling solution and Euler solution,as well as the true meaning of Euler critical temperature,was discussed." @default.
- W2357694257 created "2016-06-24" @default.
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- W2357694257 date "2010-01-01" @default.
- W2357694257 modified "2023-09-25" @default.
- W2357694257 title "THERMAL POST-BUCKLING OF HIGH-TEMPERATURE PIPELINE" @default.
- W2357694257 hasPublicationYear "2010" @default.
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