000010292 001__ 10292
000010292 005__ 20141205155711.0
000010292 04107 $$aeng
000010292 046__ $$k2008-10-12
000010292 100__ $$aHuang, Yuli
000010292 24500 $$aEvaluation of Steel Structure Deterioration with Cyclic Damaged Plasticity

000010292 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010292 260__ $$b
000010292 506__ $$arestricted
000010292 520__ $$2eng$$aIn analysis and design of structures subjected to earthquakes, the cyclic and dynamic nature of the response leads to complications. Material models need to account for cyclic plasticity, including deterioration and eventual failure due to low-cycle fatigue. A cyclic damage plasticity model is implemented to combine nonlinear kinematic hardening, isotropic hardening, and isotropic damage evolution based on continuum damage mechanics, reproducing an approximation to the Manson-Coffin low-cycle fatigue rule without cycle counting. This makes it possible to model the decrease in the material’s ability to deform inelastically, and provides considerable insight into the mode of failure and the effects of local detailing of steel structures.

000010292 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010292 653__ $$aSteel structures, Cyclic, Fatigue, Damage

000010292 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010292 720__ $$aHuang, Yuli$$iMahin, Stephen
000010292 8560_ $$ffischerc@itam.cas.cz
000010292 8564_ $$s503342$$uhttps://invenio.itam.cas.cz/record/10292/files/14-0240.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0240.
000010292 962__ $$r9324
000010292 980__ $$aPAPER