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Original scientific paper

Ductility analysis of laminated timber beams of small section height

Dean Čizmar
Domagoj Damjanović
Krunoslav Pavković
Vlatka Rajčić


Full text: croatian pdf 1.129 Kb

page 395-406

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Full text: english pdf 1.122 Kb

page 395-406

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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

Hrčak ID:

122572

URI

https://hrcak.srce.hr/122572

Publication date:

10.6.2014.

Article data in other languages: croatian

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