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        Analysis of fatigue resistance of continuous and non-continuous welded rectangular frame intersections by finite element method

        M. L. McCoy,R. Moradi,H. M. Lankarani 대한기계학회 2011 JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY Vol.25 No.5

        Agricultural and construction equipment are commonly implemented with rectangular tubing in their structural frame designs. A typical joining method to fabricate these frames is by welding and the use of ancillary structural plating at the connections. This aids two continuous members to pass through an intersection point of the frame with some degree of connectivity, but the connections are highly unbalanced as the tubing centroids exhibit asymmetry. Due to the practice of welded continuous member frame intersections in current agricultural equipment designs, a conviction may exist that welded continuous member frames are superior in structural strength over that of structural frame intersections implementing welded non-continuous members where the tubing centroids lie within two planes of symmetry, a connection design that would likely fabricating a more fatigue resistant structural frame. Three types of welded continuous tubing frame intersections currently observed in the designs of agricultural equipment were compared to two non-continuous frame intersection designs. Each design was subjected to the same loading condition and then examined for stress levels using the Finite Element Method to predict fatigue life. Results demonstrated that a lighter weight, non-continuous member frame intersection design was two magnitudes superior in fatigue resistance than some current implemented frame designs when using Stress-Life fatigue prediction methods and empirical fatigue strengths for fillet welds. Stress-Life predictions were also made using theoretical fatigue strength calculations for the fatigue strength at the welds for comparison to the empirical derived weld fatigue strength.

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        A finite element approach in estimating driver fatality ratio of a fleet of LTVs striking a passenger car based on vehicle’s intrusion, acceleration and stiffness ratios in side-impact accidents

        Y. Y. Tay,A. Papa,L. S. Koneru,R. Moradi,H. M. Lankarani 대한기계학회 2015 JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY Vol.29 No.3

        The driver fatality ratio (DFR) proposed by the National Highway Traffic Safety Administration (NHTSA) demonstrates the relativefatality risks of occupants in various vehicle-to-vehicle (VtV) crashes. The readily available DFR is based on statistical crash data; hence,estimating the DFR of occupants for newer fleet of vehicles can be quite difficult. Three systematic methods such as the intrusion, decelerationand stiffness ratios of two colliding vehicles in side-impact accidents are proposed to estimate the DFR. A fleet of light trucks andvans (LTVs) striking a sedan car is reconstructed using the non-linear explicit code, LS-DYNA. The simulation results have shown thatthe intrusion and acceleration ratios-based approaches are in good agreement with the statistical DFR, whereas the DFR estimated usingthe stiffness-ratio based approach yielded poor agreement. The intrusion and acceleration ratios-based approaches are then utilized toformulate a combined DFR estimation model. In the second part of the study, the proposed methodology is carried further to estimate theDFR of occupants for a fleet of LTVs impacting a newer passenger car. The proposed methodology can be a viable tool for estimatingthe DFR for newer road vehicles and to improve its crash compatibility with collision partners.

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