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Shear and torsion in hollow core slabs

Helén Broo (Institutionen för bygg- och miljöteknik, Konstruktionsteknik) ; Karin Lundgren (Institutionen för bygg- och miljöteknik, Konstruktionsteknik) ; Björn Engström (Institutionen för bygg- och miljöteknik, Konstruktionsteknik) ; Matti Pajari
Proceedings Nordic Concrete Research Meeting p. 305-307. (2005)
[Konferensbidrag, refereegranskat]

In many applications hollow core units are subjected to combined torsion and shear. The present calculation method adds stresses from various effects linearly. Here, advanced non-linear finite element modelling methods were developed and verified against full-scale tests, both for whole floors, and for individual hollow core units. By combining these two modelling methods, it is possible to design hollow core floors with arbitrary geometries and loadings for shear and torsion. Compared to the traditional approach the modelling method for units resulted in higher capacities for most ratios of shear and torsion and the floor model showed reduced torsional moments.

Nyckelord: hollow core slab, shear and torsion interaction, nonlinear finite elment analyses, shear-torsion capacity

Denna post skapades 2006-08-25. Senast ändrad 2014-09-02.
CPL Pubid: 5827


Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Konstruktionsteknik (2005-2017)



Chalmers infrastruktur