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The results show that the heating of the bridge deck causes multilinear stresses through the depth of the cross section. An array of heat lamps was used to raise the surface temperature of the concrete deck slab to about 120 ✯. Thermal loading was applied to the bridge deck of a full-size prototype bridge built in laboratory conditions. This phenomenon can adversely affect the ride quality, cause deck cracking and excessive deflections, decrease durability, and reduce long-term performance of bridges. Generally, restraint from the composite steel girders cause compression in the slabs during heating and tension in the slabs during cooling. These temperature gradients produce internal thermal strains and stresses that directly result in bridge deformations. Over the course of a normal summer in much of North America, concrete bridge decks are subject to repetitive temperature changes that cause temperature gradients through the depth of the slab and through the depth of the cross section.
This paper focuses on determining the impact of thermal loading on the durability and serviceability of steel girder bridges made composite with concrete slabs.
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