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The response and performance of composite track slab subjected to derailment actions has been observed.
From the design of composite track pin, the weight reduction of 50% as well as better endurance life was achieved.
Each vehicle of monorail train in the new steel-concrete composite track beam-train interaction system is idealized as a multi-body system with 18 degrees of freedom.
The governing vibration equations of the new monorail steel-concrete composite track beam-train interaction system are derived based on Lagrange's formulation.
Based on the improved model, a new steel-concrete composite track beam-train interaction system is derived for the dynamic analysis.
For a composite track, samples annotations can be co-visualized as a companion heat map, which also enables interactive sorting of the samples based on annotations of interest.
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The outcome of this study will improve the design standard and calculation of composite rail track slabs subjected to derailment actions.
Hence, this study focuses predominantly on the structural response and performance evaluation of composite rail track slabs through 3D finite element analysis using ABAQUS.
Based on obtained results, it was found that 45 km/h in the direction of gravity is the limit impact velocity for the designed composite rail track slab.
Rainbow tracks are rendered instantaneously and be undone just as quickly, making it easy to try out composite tracks with different groups of tracks and settings and, ultimately, find good compositions.
In this DHO-PALC scheme, more than one previous periods stored information of both the composite tracking error and the estimate of the cogging force is used for the control law updating.
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