Abstract
The shear carrying behavior of slender concrete beams is characterized by the inclination of the compressive struts which is influenced significantly by aggregate interlock in the crack planes. This paper focuses on the comparison of the states of stress and strain in webs of slender beams with vertical shear reinforcement being derived by assuming on the one hand a fixed crack inclination leading to aggregate interlock and on the other hand a variable crack inclination not leading to any stress transfer across the shear cracks.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
H. Kupfer: Erweiterung der Mörsch’schen Fachwerkanalogie mit Hilfe des Prinzips vom Minimum der Formänderungsarbeit. CEB-Bulletin 40, Paris 1964
H. Kupfer, H. Bulicek: A Consistent Model for the Design of Shear Reinforcement in Slender Beams with I- or Box-Shaped Cross-Section. In: Proceedings to the International Workshop on Concrete Shear in Earthquake, Houston 1991
Kupfer H., Mang R., Karavesyroglou M.: Bruchzustand der Schubzone von Stahlbeton- und Spannbetonträgern–Eine Analyse unter Berücksichtigung der Rißverzahnung. In Bauingenieur, Ernst & Sohn, Berlin 1983, pp. 143–9
Kirmair H.: Das Schubtragverhalten schlanker Stahlbetonbalken. Heft 385 DAfStb, Ernst & Sohn, Berlin 1987
Reineck K. H., Hardjasaputra H.: Zum Dehnungszustand bei der Querkraftbemessung profilierter Stahlbeton- und Spannbetonträger. In Bauingenieur, Ernst & Sohn, Berlin 1990, pp. 73–82
Dei Poli S., Di Prisco M., Gambarova G.: Stress Field in Web of RC Thin-Webbed Beams Failing in Shear. In Journal of Structural Engineering, Vol. 116 No. 9, 1990, pp. 2496–2515
Walraven, J.C.: Experiments on shear transfer in cracks in concrete – Part 2: Analysis of results. Delft University of Technology, 1979, Dpt. of Civil Engineering, Rpt. 5–79–10.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1991 Springer Science+Business Media Dordrecht
About this paper
Cite this paper
Kupfer, H., Bulicek, H. (1991). Comparison of Fixed and Rotating Crack Models in Shear Design of Slender Concrete Beams. In: Grierson, D.E., Franchi, A., Riva, P. (eds) Progress in Structural Engineering. Solid Mechanics and Its Applications, vol 10. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-3616-7_8
Download citation
DOI: https://doi.org/10.1007/978-94-011-3616-7_8
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-5604-5
Online ISBN: 978-94-011-3616-7
eBook Packages: Springer Book Archive