Article ID Journal Published Year Pages File Type
6735892 Engineering Structures 2018 14 Pages PDF
Abstract
After calibrating and validating the above strategy in the case of non preloaded elements, the compressive behavior in the presence of preload is analyzed numerically and compared with experimental results to evaluate the reliability of the FE model approach proposed. Through the paper, the procedure for the definition of the law to fix the hardening/softening parameters of the concrete is described.
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Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
Preview
A strategy for the finite element modeling of FRP-confined concrete columns subjected to preload
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