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Full-Text Articles in Engineering
Development Of Load Rating Procedures For Railroad Flatcars For Use As Highway Bridges Based On Experimental And Numerical Studies - Phase Iii Final Report, Kadir Can Sener, Teresa L. Washeleski, Robert Connor
Development Of Load Rating Procedures For Railroad Flatcars For Use As Highway Bridges Based On Experimental And Numerical Studies - Phase Iii Final Report, Kadir Can Sener, Teresa L. Washeleski, Robert Connor
Indiana Local Technical Assistance Program (LTAP) Technical Reports
This report presents the result of finite element analysis of laboratory testing of a railroad flatcar bridge in which several parameters were varied including the spacing between flatcars, load position, and member relative stiffness. The results were used to improve previously proposed load rating guidelines developed for railroad flatcar bridges constructed with composite concrete decks.
The Role Of Shrinkage Strains Causing Early-Age Cracking In Cast-In-Place Concrete Bridge Decks, Tayyebeh Mohammadi, Baolin Wan, Christopher M. Foley
The Role Of Shrinkage Strains Causing Early-Age Cracking In Cast-In-Place Concrete Bridge Decks, Tayyebeh Mohammadi, Baolin Wan, Christopher M. Foley
Civil and Environmental Engineering Faculty Research and Publications
Early-age cracking in cast-in-place reinforced concrete bridge decks is occurring more frequently now than three decades ago and principle factors that lead to early-age deck cracking are not fully understood. A finite element (FE) simulation methodology for assessing the role of shrinkage-induced strains in generating early-age bridge deck cracking is described. The simulations conducted indicate that drying shrinkage appears to be capable of causing transverse (and possibly longitudinal) bridge deck cracks as early as 9 to II days after bridge deck placement. The drying-shrinkage induced stresses would result in transverse cracking over interior pier supports in a typical bridge superstructure …