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.
Author: | Philipp Hauser, Wolfgang Kurz |
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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): |