Numerical modelling of in-plane creep behaviour of reinforced and prestressed concrete structures

The numerical model for the analysis of in-plane creep behaviour of concrete, based on the correction of the modulus of elasticity in principal direction, for the current state of principal stresses, is presented. The elastic modulus correction is dependent on the current creep coefficient and the c...

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Bibliographic Details
Main Authors: Mladen Kožul, Željana Nikolić, Ante Mihanović
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2013-02-01
Series:Građevinar
Online Access:http://casopis-gradjevinar.hr/archive/article/748