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Granda Valencia, Camilo (author), Lantsoght, E.O.L. (author)
Large torsional moments, which need to be considered in a design, can result among others, in structures with an asymmetric layout or loading. To find the required longitudinal and transverse reinforcement to resist these torsional moments, the link between the three-dimensional action of the torsional moment and sectional analysis methods is...
conference paper 2020
document
Granda Valencia, Camilo (author), Lantsoght, E.O.L. (author)
This paper provides a practical example of the torsion design of an inverted tee bent cap of a three-span bridge. A full torsional design following the guidelines of the ACI 318-19 building code is carried out and the results are compared with the outcomes from CSA-A23.3-04, AASHTO-LRFD-17, and EN 1992-1-1:2004 codes. Then, a summary of the...
conference paper 2020
document
Sarkhosh, R. (author)
doctoral thesis 2014
document
Fellinger, J.H.H. (author)
Hollow core (HC) slabs are made of precast concrete with pretensioned strands. These slabs are popular as floor structures in offices and housing. At ambient conditions, the load bearing capacity can be dominated by four different failure modes, i.e. flexure, anchorage, shear compression and shear tension. As the economic production process does...
doctoral thesis 2004
document
Van Mier, J.G.M. (author), Nooru-Mohamed, M.B. (author), Timmers, G. (author)
In the present paper the results of an exploratory study with the recently developed biaxial tension/shear apparatus of the Stevin Laboratory of Delft University of Technology are presented. The apparatus is unique in the sense that square double-edgenotched concrete plates up to a size of 200 x 200 mm can be loaded in any combination of tension...
journal article 1991
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