Long-term and collapse tests on a timber-concrete composite beam with glued-in connection

By A. Ceccotti, M. Fragiacomo, S. Giordano. 2007

156 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/dd2d8714181279a9a6177eacd3f8e62e4740a0da

How researchers see this paper

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In Civil and Structural Engineering

1. Helena Johnsson
2. Elzbieta Lukaszewska
3. A. Buchanan
4. B. Deam
5. M. Fragiacomo

Citations in the corpus

• Connections for composite concrete slab and LVL flooring systems (2008, methodology): “The shear moduli k0.4, k0.6 and k0.8 are used for both Serviceability Limit State (SLS) and ULS verifications as specified in [29, 30], and for the prediction of the average collapse strength of a timber‐concrete composite beam [ 2 ].”
• Performance of connections for prefabricated timber–concrete composite floors (2008, methodology): “For the slip modulus ku, the use of the secant value at 60% (k0.6) is recommended [1, 29 ].”