Long-Term Behavior of Timber–Concrete Composite Beams. I: Finite Element Modeling and Validation

Author:

Fragiacomo Massimo12,Ceccotti Ario12

Affiliation:

1. Senior Lecturer, Dept. of Civil Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8020, New Zealand; formerly, Research Engineer, Dept. of Civil Engineering, Univ. of Trieste, Piazzale Europa 1, 34127 Trieste, Italy.

2. Director, IVALSA Trees and Timber Institute, National Research Council of Italy, via Madonna del Piano, 50019 Sesto Fiorentino (Florence), Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections;Amadio C.;Costruzioni Metalliche,1993

2. Amadio C. Fragiacomo M. Ceccotti A. and Di Marco R. (2001). “Long-term behaviour of a timber-concrete connection system.” Proc. RILEM Conf. “Joints in timber structures ” Stuttgart Germany 263–272.

3. Ballerini M. Crocetti R. and Piazza M. (2002). “An experimental investigation on notched connections for timber-concrete composite structures.” Proc. 7th World Conf. on Timber Engineering WCTE 2002 Shah Alam Malaysia 2 171–178.

4. Balogh J. Gutkowski R. M. Wieligmann M. and Haller P. (2002). “Mechanics behavior of dowel connections for partially composite wood-concrete beams.” Proc. 7th World Conf. on Timber Engineering WCTE 2002 Shah Alam Malaysia 3 290–295.

5. Bonamini G. Ceccotti A. and Uzielli L. (1990). “Short- and long-term experimental tests on antique larch and oak wood-concrete composite elements.” Proc. C.T.E. Conf. Bologna Italy 241–251 (in Italian).

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