Titlebook: Inelastic Behaviour of Structures under Variable Loads; Zenon Mróz,Dieter Weichert,Stanislaw Dorosz Book 1995 Springer Science+Business Me

fumble

書目名稱Inelastic Behaviour of Structures under Variable Loads影響因子(影響力)




書目名稱Inelastic Behaviour of Structures under Variable Loads影響因子(影響力)學(xué)科排名




書目名稱Inelastic Behaviour of Structures under Variable Loads網(wǎng)絡(luò)公開度




書目名稱Inelastic Behaviour of Structures under Variable Loads網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Inelastic Behaviour of Structures under Variable Loads被引頻次




書目名稱Inelastic Behaviour of Structures under Variable Loads被引頻次學(xué)科排名




書目名稱Inelastic Behaviour of Structures under Variable Loads年度引用




書目名稱Inelastic Behaviour of Structures under Variable Loads年度引用學(xué)科排名




書目名稱Inelastic Behaviour of Structures under Variable Loads讀者反饋




書目名稱Inelastic Behaviour of Structures under Variable Loads讀者反饋學(xué)科排名

EXULT

騷動(dòng)

或者發(fā)神韻

Shakedown of Shells Undergoing Moderate RotationsA shakedown theorem for elasto-plastic shells undergoing moderate rotations is presented, particularly adapted to situations where perturbations of a permanent mechanical load may induce progressive deterioration. The numerical examples illustrate the importance of the effects of change of geometry during the process.

葡萄糖

Limit, Shakedown, Post-Yield, and Inadaptation Analyses of Discrete Plastic Structuresnd shakedown problems are presented as linear programs, whereas the post-yield and inadaptation problems are sequences of linear programs. The formulation is based on the kinematic approach. Nonlinear geometric effects and nonlinear material hardening-softening are accounted for.

Brain-Imaging

lobster

https://doi.org/10.1007/978-94-011-0271-1design; materials; plasticity; stability; structure; structures; quality control, reliability, safety and

TSH582

978-94-010-4120-1Springer Science+Business Media Dordrecht 1995

Chronic

Inelastic Behaviour of Structures under Variable Loads978-94-011-0271-1Series ISSN 0925-0042 Series E-ISSN 2214-7764

intimate

The Modified Multisurface Hardening Model and its Application to Cyclic Loading Problemsproper evolution rules for consecutive surfaces corresponding to specified hardening moduli. After model formulation, the parameters are identified for stainless steel 316, and applied to predict cyclic response for proportional and non-proportional loading. The stress and strain evolution near the