In case of steel concrete composite (SCC) girders, there is slip at the interface of SCC girders because of the slip of the shear connector.This is called partial interaction. This will reduce the stiffness of the girder and there will be increase in deflection.

Will this Partial interaction have the same effect on SCC girders having span length greater than 20m?

More Madhusudan Kalibhat's questions See All
Similar questions and discussions