Calibrating and validating a FE model for long-term behavior of RC beams
This study presents the research carried out in finding an optimal finite element (FE) model for calculating the long-term behavior of reinforced concrete (RC) beams. A multi-purpose finite element software DIANA was used. A benchmark test in the form of a simply supported beam loaded in four point...
Main Authors: | Tošić Nikola D., Marinković Snežana B. |
---|---|
Format: | Article |
Language: | English |
Published: |
Savez inženjera i tehničara Srbije
2014-01-01
|
Series: | Tehnika |
Subjects: | |
Online Access: | http://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2014/0040-21761403385T.pdf |
Similar Items
-
Experimental study of the long-term shortening of reinforced concrete columns under maintaining concentric axial load
by: Long Ngoc TRAN, et al.
Published: (2019-08-01) -
Comparison of Concrete Creep in Compression, Tension, and Bending under Drying Condition
by: Seung-Gyu Kim, et al.
Published: (2019-10-01) -
Long Term Deformation of Beams and Columns of High Performance Concrete
by: Chatarina Niken, et al.
Published: (2017-10-01) -
State-Of-Art Review of Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements
by: Viktor Gribniak, et al.
Published: (2007-12-01) -
Numerical and experimental analysis of time-dependent load transfer in reinforced concrete columns
by: L. T. Kataoka, et al.