Fatigue behaviour analysis of bolts in tee‐stub steel connections. (13th September 2017)

• Record Type: Journal Article
• Authors: Pennec, Fabienne; Durif, Sébastien; Camara, Aliou Badara; Robert, Jean‐Louis; Bouchaïr, Abdelhamid
• Is Part Of: Ce/papers. Volume 1:issue 2/3(2017)
• Page Start: 298
• Page End: 307
• Publication Date: 2017-09-13
• Subjects: bolted connection -- fatigue -- pretension -- bolt bending; Civil engineering -- Periodicals; 624
• DOI: 10.1002/cepa.61
• Languages: English
• ISSNs: 2509-7075

Abstract

ABSTRACT: High strength bolted joints are efficient systems commonly used in a large set of industries as railway industry, steel construction, offshore structures or wind power structures. In recent years the lightening of steel structures has become of major concern and generates the need for higher material properties. Therefore the fatigue assessment of components is essential in order to ensure the reliability and the safety of structures using bolted connections. Tee stubs are elementary components used in the actual standard EN‐1993‐1‐8 to predict the mechanical behaviour of steel bolted connections under static loading. The Tee stub model is used to consider the evolution of the prying forces in addition to the direct applied load. Thus the axial stresses in the bolts are influenced by the prying forces in addition to the applied axial load and bending moment. However, the common method does not take into account the influence of the bolt bending moment which may have relevant influence upon its fatigue life. Thus, a 3D finite element model, able to take into account elastic‐plastic behaviour of the materials, large displacements and unilateral contact between the connected parts, has been developed in order to accurately predict the stress distribution in the bolt. A parametric study has been performed to evaluate the influence of the bolt bending moment on the mean value and the amplitude of axial stresses in the bolt versus the flange thickness, the bolt eccentric position and the pretension force. Then an analytical method has been used to assess the bolt fatigue life, according to the design standard for steel structures (EN 1993‐1‐9) and has been compared to the VDI 2230 standard traditionally used for the design of mechanical connections. The study highlights the influence of the preload force in the bolt that reduces the bending moment and thus the axial alternating stress in the bolt which is the main damaging parameter influencing the design under high cycle fatigue.