On the calculation example of a cable-stayed bridge with oblique cables, it was pointed out the shrinkage and creep of concrete significantly affects the distribution of stresses and deflections of the span beam over time. The segmental type of bridge construction is considered, which implies the successive introduction of concrete rheology, for ca...

By Anđelko Cumbo, Gordana Broćeta, Marina Latinović Krndija, Mladen Slijepčević, Žarko Lazić