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Concrete bridge columns are an integral part of the integrity of highway bridges that may be damaged by various physical forces including earthquakes and vehicle accidents.
Vertical effects on these bridge columns lead to significant variations in axial force demand which can result in fluctuations in moment demands at the face of the bent cap, amplification of moment demands at the girder mid-span, and changes to moment and shear capacity of the column.
In this case, a concrete column had been struck by traffic several times creating shear stress cracking in column.
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