Typical cross-sections of prestressed hollow-core elements.

Web Shear Strengthening Technique of Deep Precast Prestressed Hollow Core Slabs under Truck Loads

Sketch of web shear cracks in deep HCS

Comparison with concrete of tensile strength by ACI, EC2 code Fig. 2

Mechanical properties of concrete

Mechanical properties of concrete

Comparison with concrete of tensile strength by ACI, EC2 code Fig. 2

General view of HCS 400 mm roof slab of the parking area, GCKSU.

Representação da distribuição dos elementos que compõem as unidades

Gap (a) and acceleration (b) of a truck approaching an obstacle. 208

Comparison of experimental and theoretical V FRP .

Finite element modeling of HCS 400 mm by Concise.4.47.