“…In Ref. [14], a non-isotherma l elasti c-plastic-cree p computer program is developed for flat and curved , thick and thin shell elements of triangular and quadrilateral form . Subtle refi nements to the phenomenologi ca) theory have been discussed and their importance stressed by varions researchers .…”
Section: Hardening Rulementioning
confidence: 99%
“…In general , one can wri te F(S~~ a~~~, ~~~ T) = 0 (14) where E~'~ is the plasti c component of strain.…”
“…In Ref. [14], a non-isotherma l elasti c-plastic-cree p computer program is developed for flat and curved , thick and thin shell elements of triangular and quadrilateral form . Subtle refi nements to the phenomenologi ca) theory have been discussed and their importance stressed by varions researchers .…”
Section: Hardening Rulementioning
confidence: 99%
“…In general , one can wri te F(S~~ a~~~, ~~~ T) = 0 (14) where E~'~ is the plasti c component of strain.…”
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