NON-LINEAR ANALYSIS OF COMPOSITE BEAMS WITH MINIMAL MODELLING AND CALCULATION EFFORT FOR STRAIN-LIMITED DESIGN

  • In the following, an analysis method is presented that enables the modelling of composite beams in commercial programs with minimum effort, considering non-linear material behaviour and nonlinear flexibility of the composite joint. A particular focus is placed on the deformations, especially those of the composite joint in horizontal and vertical directions. A detailed insight into the necessary accuracy of the material modelling is presented. The model is subsequently verified by means of comparative analyses of real beam tests.

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Metadaten
Author:Philipp Hauser, Wolfgang Kurz
URN:urn:nbn:de:hbz:386-kluedo-88507
DOI:https://doi.org/10.1002/cepa.1894
ISSN:2509-7075
Parent Title (English):ce/papers - Proceedings in Civil Engineering
Publisher:Wiley
Editor:Dirk Jesse
Document Type:Article
Language of publication:English
Date of Publication (online):2025/03/14
Year of first Publication:2023
Publishing Institution:Rheinland-Pfälzische Technische Universität Kaiserslautern-Landau
Date of the Publication (Server):2025/04/08
Issue:(2023) Vol.6 / 1
Page Number:12
First Page:82
Last Page:93
Source:https://onlinelibrary.wiley.com/doi/10.1002/cepa.1894
Faculties / Organisational entities:Kaiserslautern - Fachbereich Bauingenieurwesen
DDC-Cassification:6 Technik, Medizin, angewandte Wissenschaften / 620 Ingenieurwissenschaften und Maschinenbau
Collections:Open-Access-Publikationsfonds
Licence (German):Creative Commons 4.0 - Namensnennung (CC BY 4.0)