Evaluation of Efficiency of (e-p-d) Model Applied for Masonry Structures
Abstract eng: Non-heterogenic masonry modeling requires evaluation of the constitutive model being used. Such an evaluation consist of: - analysis of the fundamental problems, - numerical estimation of laboratory test. An important supplement for the evaluation can be successful repetition of numerical tests for another constitutive model of the same class. A method of evaluation of the elasto-plastic damage model is presented. Subject of numerical analysis for (e-p-d) model are several specimens of masonry that vary in dimension. Results are compared to those obtained for nonlocal-plastic damage model. The scale problem and comparison to laboratory results issue will be discussed, to.
Contributors:
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18