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Web shear cracks of HCS 400 mm.
Methodological framework. Download Scientific Diagram
Representação da distribuição dos elementos que compõem as unidades
Sketch of web shear cracks in deep HCS
Comparison of experimental and theoretical V FRP .
Typical cross-sections of prestressed hollow-core elements.
Comparison with concrete of tensile strength by ACI, EC2 code Fig. 2
Mechanical properties of concrete
Print screen of concise 4.47 input for HCS 400 geometry and reinforcement.
Canais de distribuição diretos e reversos
Typical cross-sections of prestressed hollow-core elements.
Mechanical properties of concrete
Methodological framework. Download Scientific Diagram
DT distribution for up to 35 days.