Please use this identifier to cite or link to this item:
|Title:||ELASTO-PLASTIC RESPONSE OF PIPES UNDER EXTERNAL PRESSURE AND BENDING.||Authors:||Tay, C.J.
|Issue Date:||May-1988||Citation:||Tay, C.J.,Toh, S.L. (1988-05). ELASTO-PLASTIC RESPONSE OF PIPES UNDER EXTERNAL PRESSURE AND BENDING.. Journal of Offshore Mechanics and Arctic Engineering 110 (2) : 148-153. ScholarBank@NUS Repository.||Abstract:||The collapse of thin cylindrical pipes subject to combined bending moment and external pressure has been studied. Nonlinear finite deflection thin shell theory is employed in the elastic solution. The analysis is extended to include the plastic behavior with the assumption of linear work-hardening material. Results are presented for various geometric material and load configurations.||Source Title:||Journal of Offshore Mechanics and Arctic Engineering||URI:||http://scholarbank.nus.edu.sg/handle/10635/58247||ISSN:||08927219|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Oct 28, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.