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|Title:||Limit loads of buried pipelines with asymmetric initial imperfections||Authors:||Koh, C.G.
|Issue Date:||Nov-1990||Citation:||Koh, C.G.,Quek, S.T. (1990-11). Limit loads of buried pipelines with asymmetric initial imperfections. Journal of Pressure Vessel Technology, Transactions of the ASME 112 (4) : 392-396. ScholarBank@NUS Repository.||Abstract:||Effect of asymmetric imperfection on the limit-load response of pipelines buried in shallow trenches is investigated. The pipeline is modeled as a long beam resting on a rigid foundation and a small strain, large displacement formulation is used. Three different asymmetric imperfection shapes for the beam are considered and the corresponding limit loads are compared with that for a symmetric imperfection. It is found that the shape of initial imperfection plays an important role. The difference between limit loads based on a symmetric imperfection and a nonsymmetric imperfection can be quite significant.||Source Title:||Journal of Pressure Vessel Technology, Transactions of the ASME||URI:||http://scholarbank.nus.edu.sg/handle/10635/65765||ISSN:||00949930|
|Appears in Collections:||Staff Publications|
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