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Numerous combinations of steel and concrete sections form arbitrary composite sections.
Innovations and practices regarding new types of bridge and composite bridge structures, such as bridges with three cable planes and three main trusses, inclined main trusses, slab-truss composite sections, and steel-concrete composite sections, are introduced.
It was found that the ultimate bearing strength of the composite sections decreases with increase local compression area ratio.
The developed finite element model was further used to carry out a series of parametric analyses on a range of composite sections commonly used in practice.
For a long time, sets of these diagrams have been available in building technologies, such as reinforced concrete, steel and composite sections, under various stresses.
The area between FRP composite sections and the adhesive layer was confirmed to be the most sensitive part to moisture effects.
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Rigid plastic analysis based on sectional equilibrium can reasonably predict the combined strength of a composite section and, thus, can be used conservatively in the design practice.
A composite section more than 350 m thick is reconstructed from numerous exposures along the Khorbusuonka River.
The horizontal bottom parabolic section (HBP section) is a composite section.
Moreover, the composite section behaviour of the precast deck with loop joints was confirmed.
Thirdly, concrete is weak in tension, so composite section changes are dependent on load distribution.
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