Analytical and Experimental Investigation for Nonlinear Behavior of Flange Joints Under Axial and Lateral Loading

Authors

Ferdowsi university of Mashhad

Abstract

The flange joints are widely used in mechanical and aerospace structures. Hence, the static and dynamic behaviors of these joints are very important to be investigated. In the present study, a flange joint is described using linear and torsional springs. The equivalent stiffness of these springs are theoretically obtained. In doing so, the edge of flange is modeled as a cantilever beam and its deformation under various loading is calculated. Then the nonlinear deformed curvature due to the enforced loading is obtained. Having the curvature, the joint stiffness is calculated separately for axial and lateral loadings. It has been observed that the equivalent linear and torsional springs have bilinear stiffness due to different behaviors in positive and negative loadings. An experimental setup consisting a single bolt flange joint specimen has been designed to investigate the load-deflection behavior. The specimen puts into different loading configurations to obtain moment-rotation and force-deflection curves. A finite element model has been developed and result of the presented analytical model are compared with the experimental, FEM and previous numerical results. Finally, using the presented model, effect of changing the practical parameters of flange, like the bolt preload and flange thickness is investigated.

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Main Subjects


[1] Schwingshackl CW, Maio DD, Sever I, Green JS (2013) Modeling and validation of the nonlinear dynamic behavior of bolted flange joints. J Eng Gas Turb Power 135(12): 122504-122504.
[2] Law SS, Wu ZM, Chan SL (2004) Vibration control study of a suspension footbridge using hybrid slotted bolted connection elements. Eng Struct 26(1): 107-116.
[3] Benedetti M, Garofalo G, Zumpano M, Barboni R (2007) On the damping effect due to bolted junctions in space structures subjected to pyro-shock. Acta Astronaut 60(12): 947-956.
[4] Zapico-Valle JL, Abad-Blasco J, González-Martínez MP, Franco-Gimeno JM, García-Diéguez M (2012) Modelling and calibration of a beam-column joint based on modal data. Comput Struct 108-109(0): 31-41.
[5] Rezaee MS, Ghazavi MR, Jafari AA, Najafi A (2012) Stability of a system consisting of three -axis connected through Hooke's joints. Modares Mech Eng 12(6): 69-79. (in Persian)
[6] Iranzad M, Ahmadian H (2012) Identification of nonlinear bolted lap joint models. Comput Struct 96-97(0): 1-8.
[7] Lavassas I, Nikolaidis G, Zervas P, Efthimiou E, Doudoumis IN, Baniotopoulos CC (2003) Analysis and design of the prototypeof a steel 1-MW wind turbine tower. Eng Struct 25(8): 1097-1106.
[8] SY Lee, Ko KH, Lee J (2000) Analysis of dynamic characteristics of structural joints using stiffness influence coefficients. KSME Int J 14(12): 1319-1327.
[9] Agatonovic P (1985) Beam model of bolted flanged connections. Eng Computation 2(1): 21-29.
[10] Shi Y, Chan S, Wong Y (1996) Modeling for moment-rotation characteristics for end-plate connections. J Struct Eng-ASCE 122(11): 1300-1306.
[11] Semke WH, Bibel GD, Gurav SB, Webster AL, Jerath S (2002) Dynamic response of a pipe having bolted flange connection with a gasket. in ASME 2002 Engineering Tech. Conf. on Energy 675-681.
[12] Semke WH, Bibel GD, Jerath S, Gurav SB, Webster AL (2002) A dynamic investigation of piping systems with a bolted flange. in Proceeding of ASME 121-128.
[13] Semke WH, Bibel GD, Jerath S, Gurav SB, Webster AL (2006) Efficient dynamic structural response modelling of bolted flange piping systems. Int J Pres Ves Pip 83(10): 767-776.
[14] Luan Y, Guan ZQ, Cheng GD, Liu S (2012) A simplified nonlinear dynamic model for the analysis of pipe structures with bolted flange joints. J Sound Vib 331(2): 325-344.
[15] Mathan G, Prasad NS (2012) Study of dynamic response of piping system with gasketed flanged joints using finite element analysis. Int J Pres Ves Pip 89(0): 28-32.
[16] Wu Z, Nassar SA, Yang X (2014) Nonlinear deformation behavior of bolted flanges under tensile, torsional, and bending loads. J Press Vess-T ASME 136(6): 061201-061201.
[17] Ahmadian H, Jalali H (2007) Identification of bolted lap joints parameters in assembled structures. Mech Syst Signal Pr 21(2): 1041-1050.
[18] Jalali H, Ahmadian H, Mottershead JE (2007) Identification of nonlinear bolted lap-joint parameters by force-state mapping. Int J Solids Struct 44(25-26): 8087-8105.