9 Cross-section of the 200 mm thick extruded hollow core unit with
Finite element modeling of HCS 400 mm by Concise.4.47.
Cross-sections of the hollow core units tested and analysed. Dimensions
Web shear cracks of HCS 400 mm.
Load scheme for a beam subjected to pointed loads from secondary
Historical Development of Hollow Core Slabs - Arnold Van Acker & Stef Maas
Prestressed Slab Design
Mechanical properties of concrete
Shear resistance capacity (VC) of HCS 400 versus to factored
Buildings, Free Full-Text
Comparison with concrete of tensile strength by ACI, EC2 code Fig
Seismic performance of confined prestressed hollow core wall panels Part I: Experiment - ScienceDirect
Concrete Plant Precast Technology
Web shear cracks of HCS 400 mm.
A Computational Model for Prestressed Concrete Hollow-Core Slab Under Natural Fire, International Journal of Concrete Structures and Materials
