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pro vyhledávání: '"Trent M.V. Kaiser"'
Autor:
Trent M.V. Kaiser
Publikováno v:
SPE Journal. 14:128-134
Summary Conventional material specifications and test methods were developed to support load-based designs in which inelastic deformations are relatively small and yield strength is the primary material factor governing design. However, in strain-bas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e47a4e991a2aeb696f43b602254b52c3
https://doi.org/10.2118/97730-pa
https://doi.org/10.2118/97730-pa
Publikováno v:
SPE Journal. 13:480-486
Summary This paper describes differences between actual material behavior and idealizations used for modeling purposes and discusses some of the implications for interpreting model predictions. Much of the design for well structures subjected to high
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b88e49bba54e76c83346003039a53c22
https://doi.org/10.2118/97775-pa
https://doi.org/10.2118/97775-pa
Autor:
Trent M.V. Kaiser
Publikováno v:
All Days.
Conventional material specifications and test methodologies were developed to support load-based designs in which inelastic deformations are relatively small and yield strength is the primary material factor governing design. However, in strain-based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a3f5a08b73258fa7a9e40b3c772d473
https://doi.org/10.2118/97730-ms
https://doi.org/10.2118/97730-ms
Publikováno v:
All Days.
Much of the design basis for well structures subjected to high amplitude cyclic loading is based on material assumptions that extrapolate strength properties from uniaxial, monotonic tests to conditions where cyclic, multiaxial stresses are imposed.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6be8fb836d6c3c4332a5c129b3bb3a6
https://doi.org/10.2118/97775-ms
https://doi.org/10.2118/97775-ms