Measurement of dynamic response and failure of pipework-Reference-Cited by-同舟云学术

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Measurement of dynamic response and failure of pipework

Published:1991-08 Issue:3 Volume:27 Page:89-94
ISSN:0039-2103
Container-title:Strain
language:en
Short-container-title:

Author:

Beaney E M

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1111/j.1475-1305.1991.tb00762.x/fullpdf

Reference4 articles.

1. (2) Doong S H and Socie D F. “Constitutive modeling of metals under non-proportional cyclic loading”. 110th ASME WAM. San Francisco (1989).

2. (3) Kawai, M. , “Creep and plasticity of austenitic stainless steel under multiaxial non-proportional loadings at elevated temperature”, 110th ASME WAM. San Francisco (1989).

3. (4) Beaney, E. M. , “Failure of pipework subjected to seismic loading”, Nuclear Electric Report TD/B/63 15/R90 (April 1990).

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The ratchetting behavior of pressurized plain pipework subjected to cyclic bending moment with the combined hardening model;Nuclear Engineering and Design;2010-04

2. The effect of diameter/thickness ratio on the ratchetting behaviour of pressurised plain pipework subjected to simulated seismic loading;Strain;1996-08

3. Cumulative damage assessment of pressurised piping branch junctions under in-plane run pipe simulated seismic bending;International Journal of Pressure Vessels and Piping;1995-01

4. The behaviour of pressurised plain pipework subjected to simulated seismic loading;Strain;1994-05

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