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R. Gutkowski, J. Balogh, Lam To (2010)
Finite-Element Modeling of Short-Term Field Response of Composite Wood-Concrete Floors/DecksJournal of Structural Engineering-asce, 136
P. Clouston, Leander Bathon, A. Schreyer (2005)
Shear and Bending Performance of a Novel Wood–Concrete Composite SystemJournal of Structural Engineering-asce, 131
A. Frangi, M. Fontana (2003)
Elasto-Plastic Model for Timber-Concrete Composite Beams with Ductile ConnectionStructural Engineering International, 13
(1993)
Behavior of composite
P. Gelfi, E. Giuriani, A. Marini (2002)
Stud Shear Connection Design for Composite Concrete Slab and Wood BeamsJournal of Structural Engineering-asce, 128
M. LeBorgne, R. Gutkowski (2010)
Effects of various admixtures and shear keys in wood–concrete composite beamsConstruction and Building Materials, 24
Z. Hashin (1980)
Failure Criteria for Unidirectional Fiber CompositesJournal of Applied Mechanics, 47
B. Ahmadi, M. Saka (1993)
Behavior of Composite Timber‐Concrete FloorsJournal of Structural Engineering-asce, 119
(2003)
Connectors for timberlightweight concrete composite structures”, Journal of Structural Engineering, ASCE, Vol
A. Manalo, T. Aravinthan, H. Mutsuyoshi, T. Matsui (2012)
Composite Behaviour of a Hybrid FRP Bridge Girder and Concrete DeckAdvances in Structural Engineering, 15
Elzbieta Lukaszewska, M. Fragiacomo, H. Johnsson (2010)
Laboratory Tests and Numerical Analyses of Prefabricated Timber-Concrete Composite FloorsJournal of Structural Engineering-asce, 136
A. Dias, S. Lopes, J. Kuilen, H. Cruz (2007)
Load-Carrying Capacity of Timber-Concrete Joints with Dowel-Type FastenersJournal of Structural Engineering-asce, 133
(2012)
Experimental and analytical investigation
M. Fragiacomo (2005)
A finite element model for long-term analysis of timber-concrete composite beamsStructural Engineering and Mechanics, 20
(2004)
Experimental behavior of a continuous
M. Taazount, S. Amziane, D. Molard (2013)
Tangential behavior of nailed composite timber–concrete floor structuresConstruction and Building Materials, 40
C. Arya (2009)
Eurocode 5: Design of timber structures
(2003)
Elasto-plastic model for timberconcrete composite beams with ductile connection”, Structural Engineering International, Vol
B. Deam, M. Fragiacomo, A. Buchanan (2008)
Connections for composite concrete slab and LVL flooring systemsMaterials and Structures, 41
J. Balogh, M. Fragiacomo, R. Gutkowski, R. Fast (2008)
Influence of Repeated and Sustained Loading on the Performance of Layered Wood–Concrete Composite BeamsJournal of Structural Engineering-asce, 134
(2005)
Shear and Bending Performance
H. Valipour, M. Bradford (2012)
An efficient compound-element for potential progressive collapse analysis of steel frames with semi-rigid connectionsFinite Elements in Analysis and Design, 60
S. Schnabl, I. Planinc, M. Saje, Bojan Cas, G. Turk (2006)
An analytical model of layered continuous beams with partial interactionStructural Engineering and Mechanics, 22
L. Jorge, S. Lopes, H. Cruz (2011)
Interlayer Influence on Timber-LWAC Composite Structures with Screw ConnectionsJournal of Structural Engineering-asce, 137
(1989)
A plasticdamage model for concrete
(2009)
Experimental analysis of laterally
H. Valipour, M. Bradford (2009)
A steel-concrete composite beam element with material nonlinearities and partial shear interactionFinite Elements in Analysis and Design, 45
Comite Beton (1993)
CEB-FIP Model Code 1990 : design code
(2011)
User’s Guides, Ver
(1971)
Shear strength of stud connectors in lightweight and normal weight concrete”, AISC Engineering Journal, Vol
(2010)
Finite-Element Modeling of Short
M. Fragiacomo (2012)
Experimental behaviour of a full-scale timber-concrete composite floor with mechanical connectorsMaterials and Structures, 45
P. Mackenzie-Helnwein, J. Eberhardsteiner, H. Mang (2003)
A multi-surface plasticity model for clear wood and its application to the finite element analysis of structural detailsComputational Mechanics, 31
(1981)
Zur Modellierung des Festigkeitsverhaltens von Bauholz bei Druck-, Zug- und Biegebeanspruchung
Nima Khorsandnia, H. Valipour, K. Crews (2012)
Experimental and analytical investigation of short-term behaviour of LVL–concrete composite connections and beamsConstruction and Building Materials, 37
J. Ollgaard, R. Slutter, Joseph Fisher (1971)
Shear strength of stud connectors in lightweight and normal weight concrete, AISC Eng'g Jr., April 1971 (71-10)
P. Clouston, S. Civjan, Leander Bathon (2004)
Experimental behavior of a continuous metal connector for a wood-concrete composite systemForest Products Journal, 54
J. Lubliner, J. Oliver, S. Oller, E. Oñate (1989)
A plastic-damage model for concreteInternational Journal of Solids and Structures, 25
T. Conners (1989)
Segmented models for stress-strain diagramsWood Science and Technology, 23
A. Dias, L. Jorge (2011)
The effect of ductile connectors on the behaviour of timber–concrete composite beamsEngineering Structures, 33
Elzbieta Lukaszewska, H. Johnsson, M. Fragiacomo (2008)
Performance of connections for prefabricated timber–concrete composite floorsMaterials and Structures, 41
(2009)
A steel-concrete composite beam element with material nonlinearities and partial shear interaction”, Finite Elements in Analysis and Design, Vol
(2013)
Nonlinear finite element analysis of timber beams and joints using the layered approach and hypoelastic constitutive law”, Engineering Structures, Vol
Comite Beton (1993)
CEB-FIP Model Code 1990
A. Dias (2012)
Analysis of the Nonlinear Behavior of Timber-Concrete ConnectionsJournal of Structural Engineering-asce, 138
D. Yeoh, M. Fragiacomo, M. Franceschi, A. Buchanan (2011)
Experimental Tests of Notched and Plate Connectors for LVL-Concrete Composite BeamsJournal of Structural Engineering-asce, 137
(2013)
A new approach to model nailed and screwed timber joints using the finite element method”, Construction and Building Materials, Vol
(2007)
Load-carrying capacity of timber-concrete joints with dowel-type fasteners”, Journal of Structural Engineering, ASCE, Vol
M. Schäfers, W. Seim (2011)
Investigation on bonding between timber and ultra-high performance concrete (UHPC)Construction and Building Materials, 25
R. Gutkowski, K. Brown, Abdalla Shigidi, J. Natterer (2008)
Laboratory tests of composite wood-concrete beamsConstruction and Building Materials, 22
(2012)
User’s Manual, Ver
Ling-yu Zhou, Zhi-wu Yu, Li-zhong Jiang (2004)
Coupled Analysis of Slip and Deflection for Continuous Composite Beams of Steel and ConcreteAdvances in Structural Engineering, 7
A. Ceccotti, M. Fragiacomo, S. Giordano (2007)
Long-term and collapse tests on a timber-concrete composite beam with glued-in connectionMaterials and Structures, 40
J. Branco, P. Cruz, M. Piazza (2009)
Experimental analysis of laterally loaded nailed timber-to-concrete connectionsConstruction and Building Materials, 23
M. Fragiacomo, C. Amadio, L. Macorini (2007)
Short- and long-term performance of the “Tecnaria” stud connector for timber-concrete composite beamsMaterials and Structures, 40
R. Gutkowski, K. Brown, Abdalla Shigidi, J. Natterer (2004)
Investigation of Notched Composite Wood–Concrete ConnectionsJournal of Structural Engineering-asce, 130
(2010)
Finite-element modeling of short-term field response of composite woodconcrete floors/decks”, Journal of Structural Engineering, ASCE, Vol
Nima Khorsandnia, H. Valipour, K. Crews (2013)
Nonlinear finite element analysis of timber beams and joints using the layered approach and hypoelastic constitutive lawEngineering Structures, 46
Jeeho Lee, G. Fenves (1998)
Plastic-Damage Model for Cyclic Loading of Concrete StructuresJournal of Engineering Mechanics-asce, 124
G. Ranzi, M. Bradford, B. Uy (2006)
Analytical Solutions for the Viscoelastic Response of Composite Beams Including Partial InteractionAdvances in Structural Engineering, 9
D. Yeoh, M. Fragiacomo, B. Deam (2011)
Experimental behaviour of LVL–concrete composite floor beams at strength limit stateEngineering Structures, 33
E.-M. Meghlat, M. Oudjene, H. Ait-Aider, J. Batoz (2013)
A new approach to model nailed and screwed timber joints using the finite element methodConstruction and Building Materials, 41
Z. Hashin, A. Rotem (1973)
A Fatigue Failure Criterion for Fiber Reinforced MaterialsJournal of Composite Materials, 7
H. Cornelissen, D. Hordijk, H. Reinhardt (1986)
Experimental determination of crack softening characteristics of normalweight and lightweight concrete
Eric Steinberg, R. Selle, T. Faust (2003)
Connectors for Timber–Lightweight Concrete Composite StructuresJournal of Structural Engineering-asce, 129
S. Lopes, L. Jorge, H. Cruz (2012)
Evaluation of non-linear behavior of timber–concrete composite structures using FE modelMaterials and Structures, 45
A. Dias, J. Kuilen, H. Cruz, S. Lopes (2010)
Numerical Modeling of the Load-Deformation Behavior of Doweled Softwood and Hardwood JointsWood and Fiber Science, 42
(2011)
User ’ s Guides , Ver . 6 . 11 , Documentation edn , Dassault Systèmes . ACI 318 ( 2005 )
Nima Khorsandnia, H. Valipour, S. Foster, K. Crews (2014)
A force-based frame finite element formulation for analysis of two- and three-layered composite beams with material non-linearityInternational Journal of Non-linear Mechanics, 62
H. Valipour, M. Bradford (2013)
Nonlinear P-Δ analysis of steel frames with semi-rigid connectionsSteel and Composite Structures, 14
(2014)
A force-based frame finite element formulation for analysis of twoand three-layered composite beams with material non-linearity”, International Journal of Non-linear Mechanics, Vol
(2007)
composite floor with mechanical connectors" Materials and Structures
N. Mascia, J. Soriano (2004)
Benefits of timber-concrete composite action in rural bridgesMaterials and Structures, 37
A. Dias, J. Kuilen, S. Lopes, H. Cruz (2007)
A non-linear 3D FEM model to simulate timber-concrete jointsAdv. Eng. Softw., 38
M. Brunner, M. Romer, M. Schnüriger (2007)
Timber-concrete-composite with an adhesive connector (wet on wet process)Materials and Structures, 40
This paper presents the structural response of timber-concrete composite (TCC) beams predicted by finite element models (i.e. continuum-based and 1D frame) and manual calculations. Details of constitutive laws adopted for modelling timber and concrete are provided and application of the Hashin damage model in conjunction with continuum-based FE for capturing failure of timber under bi-axial stress state is discussed. A simplified strategy for modelling the TCC connection is proposed in which the connection is modelled by a nonlinear spring and the full load-slip behaviour of each TCC connection is expressed with a formula that can be directly implemented in the general purpose FE codes and used for nonlinear analysis of TCC beams. The developed FE models are verified by examples taken from the literature. Furthermore, the load-displacement response and ultimate loading capacity of the TCC beams are determined according to Eurocode 5 method and compared with FE model predictions.
Advances in Structural Engineering – SAGE
Published: Nov 1, 2014
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