Modelling bolted joints using a simplified bolt model

The paper presents a part of research on bolted connections based on the system approach to the problem of their modelling and calculations. With this approach it is possible to individual consideration of each system element in order to find the best model of the element. The aim of this study is to develop a model of the single-bolted joint separated from the bolted connection. An analysis is conducted for the spider bolt model which is an equivalent model corresponding to the spatial bolt model. The effect of preload distribution in the spider bolt model on the stiffness value of the flange element fastened to a rigid support has been examined. The result of research is a proposal of the way of simplified bolt model preloading, which gives the best matching this model to the spatial bolt model.

[1]  Krzysztof Talaśka,et al.  Worst-case maximum forces acting on pivot points of a universal agricultural trailer , 2015 .

[2]  I. Guz,et al.  Analysis of Bolted Flanged Panel Joint for GRP Sectional Tanks , 2014, Applied Composite Materials.

[3]  B. K. Sreedhar,et al.  Effect of creep on the failure probability of bolted flange joints , 2015 .

[4]  Michael Rygaard Hansen,et al.  Numerical and experimental verification of new method for connecting pipe to flange by cold forming , 2015 .

[5]  Chang Liu,et al.  Component-based steel beam–column connections modelling for dynamic progressive collapse analysis , 2015 .

[6]  Amir Saedi Daryan,et al.  The behavior of top and seat bolted angle connections under blast loading , 2011 .

[7]  Ali Kheyroddin,et al.  Comparison of bolted end plate and T-stub connection sensitivity to component thickness , 2014 .

[9]  Rafał Grzejda Analysis of the Tightening Process of an Asymmetrical Multi-Bolted Connection , 2015 .

[10]  Hans Joachim Tückmantel Some Remarks on the European Standard Final Draft prEN 1591‐1 May 2000 »Flanges and their Joints« Design Rules for Gasketed Circular Flange Connections Part 1: Calculation Method , 2001 .

[11]  Jun Zhang,et al.  Analysis and modeling for flexible joint interfaces under micro and macro scale , 2013 .

[12]  W. Wunderlich,et al.  Mechanics of Structures. Variational and Computational Methods , 1993 .

[13]  Jeong Kim,et al.  Finite element analysis and modeling of structure with bolted joints , 2007 .

[14]  Niels Leergaard Pedersen,et al.  On prestress stiffness analysis of bolt-plate contact assemblies , 2008 .

[15]  Matthew R. Eatherton,et al.  A phenomenological component-based model to simulate seismic behavior of bolted extended end-plate connections , 2014 .

[16]  László Molnár,et al.  Stress Analysis of Bolted Joints Part II. Contact and Slip Analysis of a Four Bolt Joint , 2014 .

[17]  Giuseppe Vincenzo Marannano,et al.  Three-Dimensional Strain Analysis of Single-Lap Bolted Joints in Thick Composites Using Fibre-Optic Gauges and the Finite-Element Method , 2010 .

[18]  Tom Gray,et al.  Analysis of externally loaded bolted joints: Analytical, computational and experimental study , 2009 .

[19]  Osvaldo M. Querin,et al.  FE model of beam-to-column extended end-plate joints , 2011 .