Load Distribution in Concrete Bridge Decks |
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Contents
Contents | 5 |
DESIGN PARAMETERS FOR PSEUDOSLABS | 12 |
APPENDIX CALCULATION OF RIGIDITY PARAMETERS | 19 |
2 other sections not shown
Common terms and phrases
2D Techniques adequately predicted analytical curves anticlastic beam and slab beam bridge bending stresses box beam box girder bridges built to quarter Cement and Concrete CIRIA Project Record concrete bridge decks cracked joints cross-section design curves design loading Details of model distribution in concrete DL Cent DL Ecc Engrs experimental values Figure finite element method finite strip analysis finite strip method FISBOB flange grillage HB abnormal loading HB vehicle joints load at various load distribution longitudinal strains maximum longitudinal stresses mid-span midspan model Figure moments of area monolithic NWRCU box orthotropic plate analysis position and eccentric precast prestressed concrete prototype bridge decks reinforced concrete slab single concentrated load slab bridge model span range 25 Static II stresses were adequately structures TEST RESULTS test to collapse top hat beam top slab torsional rigidity transverse flexural rigidity transverse strains transverse stresses University of Dundee values of transverse wheel loads Y. C. and CUSENS