شماره ركورد كنفرانس :
4888
عنوان مقاله :
ANALYSIS OF CONCRETE MATERIAL MODELS
عنوان به زبان ديگر :
ANALYSIS OF CONCRETE MATERIAL MODELS
Author/Authors :
Shekarbeigi , Mehdi School of faculty Engineering - Razi University - kermanshah, Iran , Sharafi , Hasan School of faculty Engineering - Razi University - kermanshah, Iran
كليدواژه :
Constitutive Model , Concrete behavior , finite element analysis , material response , reinforced concrete
عنوان كنفرانس :
دومين همايش ملي پژوهش هاي كاربردي در مهندسي عمران، معماري و مديريت شهري
چكيده فارسي :
فاقد چكيده فارسي
چكيده لاتين :
The response of a reinforced concrete structure is determined in part by the material
response of the plain concrete of which it is composed. Thus, analysis and prediction of
structural response to static or dynamic loading requires prediction of concrete response to
variable load histories. This paper presents the concrete material model used in this
investigation for finite element analysis of reinforced concrete beam-column connections.
the experimental data considered in model development and calibration, and also presents
several concrete material models that are typical of those proposed in previous
investigations, besides , discusses the material model implemented in this study and a
comparison of observed and predicted concrete behavior for plain concrete laboratory
specimens subjected to several different load histories.
