Abstract
High strength threaded fasteners are widely used in the aircraft industry, and service experience shows that for structures where shear loading of the joints is significant, like skin splices, fuselage joints or spar caps-web attachments, more cracks are initiated and grow from the edges of the fastener holes than from features like fillets radii and corners or from large access holes. The main causes of this cracking are the stress concentrations introduced by the fastener holes and by the threaded fasteners themselves, with the most common damage site being at the edge of the fastener holes. Intuitively, it is easy to visualize that after the crack initiation, during the growth stages, some of the load transferred initially by the fastener at the cracked hole will decrease, and it will be shed to the adjacent fasteners that will carry higher loads than in uncracked condition. Using currently available computer software, the method presented in this paper provides a relatively quick and quantitatively defined solution to account for the effects of crack length on the fastener loads transfer, and on the far field and bypass loads at each fastener adjacent to the crack. At each location, these variations are determined from the 3-dimensional distribution of stresses in the joint, and accounting for secondary bending effects and fastener tilt. Two cases of a typical skins lap splice with eight fasteners in a two rows configuration loaded in tension are presented and discussed, one representative for wing or fuselage skins configurations, and the second case representative for cost effective laboratory testing. Each case presents five cracking scenarios, with the cracks growing from approx. 0.03 inch to either the free edge, next hole or both simultaneously.
Highlights
With the rise of fracture mechanics, the management and certification of safety critical or economically significant structures has switched towards crack propagation models using linear elastic fracture mechanics (LEFM) which correlates parameters like crack tip stress intensity factor to its growth rate
The main causes of this cracking, in the case of single shear joints, are the stress concentrations introduced by the fastener holes and by the threaded fasteners themselves with the most common damage site being at the edge of the fastener holes
The effects of pretension are significant for the crack initiation and growth, the aim of this paper is to address and quantify the effects of crack length on the forces used in popular current crack growth analysis programs
Summary
With the rise of fracture mechanics, the management and certification of safety critical or economically significant structures has switched towards crack propagation models using linear elastic fracture mechanics (LEFM) which correlates parameters like crack tip stress intensity factor to its growth rate. The main causes of this cracking, in the case of single shear joints, are the stress concentrations introduced by the fastener holes and by the threaded fasteners themselves with the most common damage site being at the edge of the fastener holes. These types of joints have been addressed extensively by researchers and engineers using experimental and analytical techniques [2] [3] [4] [5]), and two major steps, with their desired methods and data, have been identified for the analysis of the fatigue performance of fastened joints. The load transferred at the fastener is assumed to remain constant as one crack grows to the nearby feature and, after that, it is often assumed that there is no more load transfer through that fastener
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