Querkraftermüdung von Spannbetonträgern ohne Querkraftbewehrung
Author(s): |
Frederik Teworte
Josef Hegger |
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Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, January 2013, n. 1, v. 108 |
Page(s): | 34-46 |
DOI: | 10.1002/best.201200057 |
Abstract: |
Fatigue of prestressed beams without web reinforcement under cyclic shearMany existing bridge structures built in the 1960s and 1970s typically feature a high degree of prestressing. They often contain less web reinforcement than the actually required minimum web reinforcement. Therefore, their shear bearing capacity, originally determined based on the principal tensile strength criterion, cannot be verified with the strut and tie models of DIN-Fachbericht 102. Within a research programme, the shear design based on the principal tensile strength criterion has been modified for cyclic shear load (shear fatigue). |
Keywords: |
bridges service life DIN-Fachbericht dimensioninig pre-stressed concrete
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10067309 - Published on:
29/03/2013 - Last updated on:
13/08/2014