Carrying Capacity of Semi-Rigid Joint of Timber-Concrete Beams

DOI

10.2991/mebe-15.2015.72How to use a DOI?

Keywords

joint; timber; concrete; composite; steel plate.

Abstract

The aim of this article is a presentation of the results of laboratory tests and numerical and analytical modeling of timber-concrete composite beams with semi-rigid joints made of steel plates and convex nails. Due to good quality of used materials, composite timber-concrete constructions are considered a suitable solution for new buildings and reconstructions of ceiling constructions of residential and civil buildings. There are numerous ways to create a connection (joint) between timber beam and concrete slab. The methods of coupling are more and more sophisticated which carries considerable demands on control of implementation and technological practice.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Petr Agel
AU  - Kristýna Klajmonová
AU  - Antonín Lokaj
AU  - Roman Fojtík
PY  - 2015/04
DA  - 2015/04
TI  - Carrying Capacity of Semi-Rigid Joint of Timber-Concrete Beams
BT  - Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering
PB  - Atlantis Press
SP  - 301
EP  - 305
SN  - 2352-5401
UR  - https://doi.org/10.2991/mebe-15.2015.72
DO  - 10.2991/mebe-15.2015.72
ID  - Agel2015/04
ER  -