Please use this identifier to cite or link to this item: http://dx.doi.org/10.18419/opus-414
Authors: Eligehausen, Rolf
Langer, Peter
Title: The rotation capacity of plastic hinges in reinforced concrete beams and slabs
Issue Date: 1986
metadata.ubs.publikation.typ: Konferenzbeitrag
metadata.ubs.publikation.source: International Symposium on Fundamental Theory of Reinforced and Prestressed Concrete. Vol. 3. Nanjing : Institute of Technology, 1986, S. 1341-1349
URI: http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72692
http://elib.uni-stuttgart.de/handle/11682/431
http://dx.doi.org/10.18419/opus-414
Abstract: A mathematical model for calculating the rotation capacity of plastic hinges in reinforced concrete beams and slabs is presented. The model is based on the integration of the section curvature along the beam, taking into account the contribution of concrete between cracks (tension stiffening) and the shifting of the tensile force by shear cracks. The material behavior of reinforcing bars, concrete and bond is described as realistically as possible. The analytically predicted rotation capacities of about 70 beams compare favourably with the experimental results. The parameter studies demonstrate that the plastic rotation capacity of hinges given by the CEB-FIP Model Code is unconservative for cold worked deformed reinforcing bars with a low ratio tensile strength to yield stress and a low value of the uniform elongation.
Appears in Collections:02 Fakultät Bau- und Umweltingenieurwissenschaften

Files in This Item:
File Description SizeFormat 
eli36.pdf1,84 MBAdobe PDFView/Open


Items in OPUS are protected by copyright, with all rights reserved, unless otherwise indicated.