Aktan, H., & Attanayake, U. (2011). High skew link slab bridge system with deck sliding over backwall or backwall sliding over abutments : appendices (Report No. MDOT RC-1563). Michigan. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/24220
Aktan, Haluk and Upul Attanayake. High skew link slab bridge system with deck sliding over backwall or backwall sliding over abutments : appendices. Report no. MDOT RC-1563. Michigan. Department of Transportation, 2011. https://rosap.ntl.bts.gov/view/dot/24220.
Aktan, Haluk, and Upul Attanayake High skew link slab bridge system with deck sliding over backwall or backwall sliding over abutments : appendices. Michigan. Department of Transportation, 2011, Report no. MDOT RC-1563, ROSA P. https://rosap.ntl.bts.gov/view/dot/24220.
AASHTO LRFD (2010) requires combined live and thermal load effects for the service
;
limit state design. The Design Procedure described in the appendix will follow the
;
rationale developed by Ulku et al. (2009). Link slab design moments are calculated using
;
the girder end rotations. HL-93 loading is used to calculate the girder end rotations under
;
live load. Girder end rotations caused by the temperature gradient are calculated using
;
the procedure described by Saadeghvaziri and Hadidi (2002) by ensuring strain and
;
curvature compatibility among sections and reinforcements.
;
One major improvement in the process presented in this appendix compared to what is
;
given in Ulku et al. (2009) is the inclusion of 3D and skew effects to calculate the
;
resultant link slab design moments and forces.
;
In order to apply loading, the first step is to establish a composite girder-deck crosssection
;
with an effective width as per AASHTO LRFD (2010) Section 4.6.2.6, the
;
composite moment of inertia, and the modulus of elasticity for concrete.
Aktan, H., & Attanayake, U. (2011). High skew link slab bridge system with deck sliding over backwall or backwall sliding over abutments : appendices (Report No. MDOT RC-1563). Michigan. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/24220
Aktan, Haluk and Upul Attanayake. High skew link slab bridge system with deck sliding over backwall or backwall sliding over abutments : appendices. Report no. MDOT RC-1563. Michigan. Department of Transportation, 2011. https://rosap.ntl.bts.gov/view/dot/24220.
Aktan, Haluk, and Upul Attanayake High skew link slab bridge system with deck sliding over backwall or backwall sliding over abutments : appendices. Michigan. Department of Transportation, 2011, Report no. MDOT RC-1563, ROSA P. https://rosap.ntl.bts.gov/view/dot/24220.
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