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Published: Građevinar 66 (2014) 5
Paper type: Original scientific paper
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Ductility analysis of laminated timber beams of small section height

Domagoj Damjanović, Krunoslav Pavković, Vlatka Rajčić, Dean Čizmar

Abstract

The purpose of this paper is to analyze and determine the applicability of the models that take into account the ductility of timber elements in bending. Beam elements whose span is many times higher than the height are experimentaly tested. In addition to the tested beam elements, paper presents the mechanical properties of the timber material and the results obtained by finite element method (numerical models). Numerical models are made in the software package Abaqus.

Keywords
ductility of material, timber elements, ductility in bending, cohesion interaction

HOW TO CITE THIS ARTICLE:

Damjanović, D., Pavković, K., Rajčić, V., Čizmar, D.: Ductility analysis of laminated timber beams of small section height, GRAĐEVINAR, 66 (2014) 5, pp. 395-406, doi: https://doi.org/10.14256/JCE.874.2013

OR:

Damjanović, D., Pavković, K., Rajčić, V., Čizmar, D. (2014). Ductility analysis of laminated timber beams of small section height, GRAĐEVINAR, 66 (5), 395-406, doi: https://doi.org/10.14256/JCE.874.2013

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Authors:
foto damjanovic
Domagoj Damjanović
University of Zagreb,
Faculty of Civil Engineering
Pavković Krunoslav WEB3
Krunoslav Pavković
Polytechnic of Zagreb
Building department
Rajcic Vlatka WEB
Vlatka Rajčić
University of Zagreb,
Faculty of Civil Engineering
cizmar mala WEB
Dean Čizmar
University of Zagreb,
Faculty of Civil Engineering