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- W618422124 abstract "A revision to the current AASHTO load distribution factors has been proposed. This study compares the distribution factors from this revision used in the design of multibeanm non-composite, precast, prestressed, concrete box girder bridge decks to those calculated from a finite element analysis. Also compared were the distribution factors calculated utilizing the current (1989) AASHTO dsitribution factors. A three dimensional solid-element finite element model was developed. A three dimensional grillage model was then created and calibrated to the results from the solid-element analysis. This grillage model was then used to determine the aforementioned distribution factors. Four different bridge decks were modeled using two different standard box girder cross sections. Four different load cases were investigated in order to compare a wide range of distribution factors. In addition, the effect of two key parameters, the ratio of flexural to torsional stiffness for girder cross sections and shear stiffness of the grouted keys between girders, was studied for one particular bridge geometry." @default.
- W618422124 created "2016-06-24" @default.
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- W618422124 date "1993-03-01" @default.
- W618422124 modified "2023-09-24" @default.
- W618422124 title "EFFECT OF RELATIVE FLEXURAL/TORSIONAL BEAM CHARACTERISTICS UPON LOAD DISTRIBUTION IN MULTI-BEAM BRIDGES. FINAL REPORT" @default.
- W618422124 hasPublicationYear "1993" @default.
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