The Use of Ramp Superposition to Analyse the Influence of Road Irregularities on Maximum Beam Stresses due to a Moving Load
Files in This Item:
|Cantero_etal_2007_The_use_of_ramp_superposition_to_analyse_road_irregularities_on_beam_stresses.pdf||401.15 kB||Adobe PDF||Download|
|Title:||The Use of Ramp Superposition to Analyse the Influence of Road Irregularities on Maximum Beam Stresses due to a Moving Load||Authors:||Cantero, Daniel
O'Brien, Eugene J.
|Permanent link:||http://hdl.handle.net/10197/6233||Date:||Sep-2007||Abstract:||Maximum static bending stresses take place at mid-span for a simply supported beam model subject to a moving load but the maximum total stresses may fall in a different section as result of many mechanical parameters involving vehicle, beam and road profile interaction. This paper uses the concept of ramp superposition to analyse the influence of a road profile on the beam stresses and to determine the critical sections where maximum stresses develop. The method also allows identifying those road segments that contribute in a higher degree to those stresses.||Type of material:||Conference Publication||Publisher:||Civil-Comp Press||Copyright (published version):||2007 Civil-Comp Press and Saxe-Coburg Publications||Keywords:||Bridge;Dynamics;Vehicle;Interaction;Bending moment;Ramp;Superposition;ISO profile||DOI:||10.4203/ccp.86.196||Language:||en||Status of Item:||Peer reviewed||Conference Details:||Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing, St. Julians, Malta, 18-21 September, 2007|
|Appears in Collections:||Civil Engineering Research Collection|
Show full item record
This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.