JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Bolted joints for single-layer structures: numerical analysis of the bending behaviour
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Bolted joints for single-layer structures: numerical analysis of the bending behaviour
Lopez-Arancibia, A.; Altuna-Zugasti, A.M.; Aldasoro, H. Aizpurua; Pradera-Mallabiabarrena, A.;
 Abstract
This paper deals with a new designed joint system for single-layer spatial structures. As the stability of these structures is greatly influenced by the joint behaviour, the aim of this paper is the characterization of the joint response in bending through Finite Element Method (FEM) analysis using ABAQUS. The behaviour of the joints studied here was influenced by many geometrical factors, such as bolts and plate sizes, distance between bolts and end-plate thickness. The study comprised five models of joints with different values of those parameters. The numerical results were compared to the results of previous experimental tests and the agreement was good enough. The differences between the numerical and experimental initial stiffness are attributed to the simplifications introduced when modelling the bolt threads as well as the presence of residual stresses in the test specimens.
 Keywords
joint-rigidity;single-layer structures;finite element method;nonlinear analysis;bolt connection;ABAQUS;
 Language
English
 Cited by
1.
Numerical simulation of the reinforcement effect of rock bolts in granular mixtures, European Journal of Environmental and Civil Engineering, 2017, 1  crossref(new windwow)
 References
1.
Abolmaali, A., Matthys, J.H., Farooqi, M. and Choi, Y. (2005), "Development of moment-rotation model equations for flush end-plate connections", J. Constr. Steel. Res., 61(12), 1595-1612. crossref(new window)

2.
Ali, M.I., Fan, F., Khakina, P.N. and Ma, H.H. (2013), "Cost-effective design of space structures joints: a review", Int. J. Civ. Arch. Struct. Constr. Eng., 7(1), 21-25.

3.
Altuna-Zugasti, A.M., Lopez-Arancibia, A. and Puente, I. (2012), "Influence of geometrical and structural parameters on the behaviour of squared plan-form single-layer structures", J. Constr. Steel Res., 72, 219-226. crossref(new window)

4.
Bezerra, L.M., de Freitas, C.A.S., Matias, W.T. and Nagato, Y. (2009), "Increasing load capacity of steel space trusses with end-flatenned connections", J. Constr. Steel Res., 65(12), 2197-2206. crossref(new window)

5.
Bickford, J.H. (1995), An Introduction to the Design and Behavior of Bolted Joints, Ed. M. Dekker, New York, NY, USA.

6.
Diaz, C., Marti, P., Victoria, M. and Querin, O.M. (2011), "Review on the modelling of joint behavior in steel frames", J. Constr. Steel Res., 67(5), 741-758. crossref(new window)

7.
Doh, J., Kin, J. and Park, M.H. (2009), "Analysis and experiments for form finding of the SCST structures", Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium.

8.
EN 1993-1-8 (2005), Eurocode 3: Design of steel structures, Part 1-8: Design of joints, Brussels, Belgium.

9.
Fan, F., Ma, H., Chen, G. and Shen, S. (2012), "Experimental study of semi-rigid joint systems subjected to bending with and without axial force", J. Constr. Steel Res., 68(1), 126-137. crossref(new window)

10.
Fu, F., Lam, D. and Ye, J. (2008), "Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region", J. Constr. Steel Res., 64(12), 1408-1419. crossref(new window)

11.
Ghasemi, M., Davoodi, M. and Mostafavian, S. (2010), "Tensile stiffness of mero-type connector regarding bolt tightness", J. Appl. Sci., 10, 724-730. crossref(new window)

12.
Hibbitt, K. and Sorensen, E.P. (2008), ABAQUS 6.8: A computer software for finite element analysis, Hibbitt and Sorensen Inc, Rhode Island, RI, USA.

13.
Hiyama, Y., Takashima, H., Iijima, T. and Kato, S. (2000), "Buckling behaviour of aluminum ball jointed single layered reticular domes", Int. J. Space Struct., 15(2), 81-94. crossref(new window)

14.
Hwang, K. (2010), "Advanced investigations of grid spatial structures considering various connection systems", Ph.D. Dissertation, University of Stuttgart, Stturgart.

15.
Kim, Y., Lee, Y. and Kim, H. (2008), "Bending test of welded joints for single-layer latticed domes", Int. J. Steel Struct., 8, 357-367.

16.
Knippers, J. and Helbig, T. (2009), "Recent developments in the design of glazed grid shells", Int. J. Space Struct., 24(2), 111-126. crossref(new window)

17.
Lemonis, M.E. and Gantes, C.J. (2009), "Mechanical modeling of the nonlinear response of beam-to-column joints", J. Constr. Steel Res., 65(4), 879-890. crossref(new window)

18.
Lopez, A., Puente, I. and Aizpurua, H. (2011), "Experimental and analytical studies on the rotational stiffness of joints for single-layer structures", Eng. Struct., 33(3), 731-737. crossref(new window)

19.
Ma, H., Fan, F., Wen, P., Zhang, H. and Shen, S. (2015), "Experimental and numerical studies on a single-layer cylindrical reticulated shell with semi-rigid joints", J. Constr. Steel Res., 86, 1-9.

20.
Mackerle, J. (2003), "Finite element analysis of fastening and joining: a bibliography (1990-2002)", Int. J. Press. Ves. Pip., 80, 253-271. crossref(new window)

21.
Makowski, Z.S. (2002), "Development of jointing systems for modular prefabricated steel space structures", Lightweight Structures in Civil Engineering, Proceedings of the IASS International Symposium, 17-41.

22.
Mohamadi-Shooreh, M. and Mofid, M. (2008), "Parametric analyses on the initial stiffness of flush end-plate splice connections using FEM", J. Constr. Steel Res., 64(10), 1129-1141. crossref(new window)

23.
Ortiz, J., Hernando, J.I. and Cervera, J. (2009), Manual de Uniones Atornilladas Laterales, Publicaciones APTA, Madrid, Spain. (in Spanish)

24.
Shi, Y., Shi, G. and Wang, Y. (2007), "Experimental and theoretical analysis of the moment-rotation behavior of stiffened extended end-plate connections", J. Constr. Steel Res., 63(9), 1279-1293. crossref(new window)

25.
Stephan, S., Pan, F. and Huang, Y. (2010), "The freeform structure of the UAE pavilion at the Shanghai EXPO 2010", Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium.

26.
Wang, S., Zhang, M. and Liu, F. (2013), "Estimation of semi-rigid joints by cross modal strain energy method", Struct. Eng. Mech., 47(6), 757-771. crossref(new window)

27.
Wu, H., Zhang, C., Gao, B. and Ye, J. (2014), "Theoretical and experimental study of robustness based design of single-layer grid structures", Struct. Eng. Mech., 52(1), 19-33. crossref(new window)

28.
Zhang, H. and Han, Q. (2013), "A numerical investigation of seismic performance of large span single-layer latticed domes with semi-rigid joints", Struct. Eng. Mech., 48(1), 57-75. crossref(new window)