journal article Feb 01, 2019

Bolted glulam beam-column connections under different combinations of shear and bending

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References
33
[1]
Jensen "Splitting of timber beams loaded perpendicular to grain by connections – combined effect of edge and end distance" Constr Build Mater (2012) 10.1016/j.conbuildmat.2012.04.006
[2]
Bouchaïr "Analysis of dowelled timber to timber moment-resisting joints" Mater Struct (2007) 10.1617/s11527-006-9210-0
[3]
Lam F, Schulte-Wrede M, Yao C, et al. Moment resistance of bolted timber connections with perpendicular to grain reinforcements. In: World Conference on Timber Engineering, Curran Associates, New York; 2008.
[4]
Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam

Mingqian Wang, Xiaobin Song, Xianglin Gu et al.

Journal of Structural Engineering 2015 10.1061/(asce)st.1943-541x.0001035
[5]
He "Comparison of glulam post-to-beam connections reinforced by two different dowel-type fasteners" Constr Build Mater (2015) 10.1016/j.conbuildmat.2015.09.005
[6]
Awaludin "M-θ curve of timber connection with various bolt arrangements under monotonic loading Kozo Kogaku Ronbunshu" J Struct Eng A (2007)
[7]
Leijten "Advances in moment transfering dvw reinforced timber connections – analysis and experimental verification, Part 1" Constr Build Mater (2013) 10.1016/j.conbuildmat.2013.03.020
[8]
Gečys "3D finite element analysis and experimental investigations of a new type of timber beam-to-beam connection" Eng Struct (2015) 10.1016/j.engstruct.2014.12.037
[9]
Hochreiner "Structural behaviour and design of dowel groups experimental and numerical identification of stress states and failure mechanisms of the surrounding timber matrix" Eng Struct (2017) 10.1016/j.engstruct.2016.10.043
[10]
Chen QL. Study on the shear behavior of bolted glulam beam-to-column connections. Tongji University, Shanghai; 2016.
[11]
Sandhaas (2012)
[12]
Van der Put TACM, Leijten AJM. Evaluation of perpendicular to grain failure of beams caused by concentrated loads of joints [C]. In: Proceedings of CIB/W18 2000, Meeting 33, Paper 33-7-7, Delft, The Netherlands.
[13]
Larsen HJ, Gustaffson PJ. Dowel joints loaded perpendicular to grain[C]. In: Proceedings of CIB/W18 2001, Meeting 34, Paper 34-7-16, Venice, Italy.
[14]
Wang "Three-dimensional combined elastic-plastic and damage model for nonlinear analysis of wood" J Struct Eng (2018) 10.1061/(asce)st.1943-541x.0002098
[15]
A theory of the yielding and plastic flow of anisotropic metals

Rodney Hill

Proceedings of the Royal Society of London. Series... 1948 10.1098/rspa.1948.0045
[16]
Xu "Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grain" Eng Struct (2009) 10.1016/j.engstruct.2009.05.013
[17]
Kuhn HW, Tucker AW. Nonlinear programming. In: Proceeding of the second berkeley symposium on mathematical statistics and probability, University of California Press, Berkeley; 1951. p. 481–92. 10.1525/9780520411586-036
[18]
Voce "The relationship between stress and strain for homogeneous deformation" J Instit Met (1948)
[19]
Linde P, Pleitner J, de Boer H, et al. Modelling and simulation of fiber metal laminates. ABAQUS Users’ Conference, Dassault Systems Simulia Corp., Boston, Massachusetts; 2004.
[20]
A strain-based plastic viscous-damage model for massive concrete structures

R. Faria, J. Oliver, M. Cervera

International Journal of Solids and Structures 1998 10.1016/s0020-7683(97)00119-4
[21]
ASTM. Standard test methods for small clear specimens of timber. ASTM -14, West Conshohocken, PA; 2014.
[22]
Forest products laboratory, United States Department of Agriculture. Wood Handbook, wood as an engineering material. General technical report FPL-GTR-190, Madison, Wisconsin; 2010.
[23]
Yasumura M, Kawai N. Estimating seismic performance of wood-framed structures. In: Proceedings of 1998 International Wood Engineering Conference, Switzerland. IWEC; 1998. vol.2: 564–71.
[24]
BS EN 12512:2001. Timber structures-test method-cyclic testing of joints made with mechanical fasterners. Brussels, Belgium: Committee of European Normalization; 2002.
[25]
Jorissen "General notes on ductility in timber structures" Eng Struct (2011) 10.1016/j.engstruct.2011.07.024
[26]
Karacabeyli E, Ceccotti A. Nailed wood-frame shear walls for seismic loads: test results and design considerations. In: Proceedings of the Structural Engineers World Congress. San Francisco, USA: Elsevier, Paper No. T207-6; 1998.
[27]
ABAQUS-Inc. ABAQUS v6.10. User’s manual, Dassault System Simulia Corp; 2010.
[28]
Simo (2006)
[29]
Dorn (2012)
[30]
Karagiannis "Modified foundation modelling of dowel embedment in glulam connections" Constr Build Mater (2016) 10.1016/j.conbuildmat.2015.09.021
[31]
Hassanieh "Modelling of steel-timber composite connections: validation of finite element model and parametric study" Eng Struct (2017) 10.1016/j.engstruct.2017.02.016
[32]
Hong (2007)
[33]
ASTM. Standard test method for evaluating dowel-bearing strength of wood and wood-based products. ASTM , West Conshohocken, PA; 2013.
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Details
Published
Feb 01, 2019
Vol/Issue
181
Pages
281-292
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Funding
National Natural Science Foundation of China Award: 51478336
Cite This Article
Mingqian Wang, Xiaobin Song, Xianglin Gu, et al. (2019). Bolted glulam beam-column connections under different combinations of shear and bending. Engineering Structures, 181, 281-292. https://doi.org/10.1016/j.engstruct.2018.12.024