contributor author | C. J. Tay | |
contributor author | S. L. Toh | |
date accessioned | 2017-05-08T23:27:54Z | |
date available | 2017-05-08T23:27:54Z | |
date copyright | May, 1988 | |
date issued | 1988 | |
identifier issn | 0892-7219 | |
identifier other | JMOEEX-28050#148_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/104289 | |
description 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. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Elasto-Plastic Response of Pipes Under External Pressure and Bending | |
type | Journal Paper | |
journal volume | 110 | |
journal issue | 2 | |
journal title | Journal of Offshore Mechanics and Arctic Engineering | |
identifier doi | 10.1115/1.3257043 | |
journal fristpage | 148 | |
journal lastpage | 153 | |
identifier eissn | 1528-896X | |
keywords | Pipes | |
keywords | External pressure | |
keywords | Thin shells | |
keywords | Work hardening | |
keywords | Collapse | |
keywords | Deflection AND Stress | |
tree | Journal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 002 | |
contenttype | Fulltext | |