Experimental and Analytical Study on the Shear Transfer in Composite Post Tensioned Precast Concrete Girders

Behavior of monostrand anchors in unbonded post tension flat slab system

“…In the remaining samples, each top and bottom flange were constructed independently then joined using several characteristics such as shear connector distribution, expanded girder stirrups, width of top slab and its strength. Obtained findings showed that connecting both parts with connectors could reach the full capacity of a monolithic girder [ 5 ].…”