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UDK: 624.016:624.041
DOI: n/a

Published: Građevinar 53 (2001) 7
Paper type: Subject review
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Interaction diagrams for pier reinforcement design

Zorislav Sorić, Ana Mandić Ivanković

Abstract

The analysis of the area in which pier design according to Ehlers can be applied is presented, and the resulting interaction diagrams are compared with the so called traditional diagrams. Eurocode 2 requirements concerning minimum and maximum reinforcement are applied. The attention is drawn to the bending moment and compressive force action in cases when Ehlers procedure results in an inadequate reinforcement. Allowable interaction diagram areas are defined according to Eurocode 8, taking into account limitations with respect to the value of compressive force.

Keywords
Eurocode 2, Eurocode 8, reinforcement, interaction diagram, reinforced-concrete pier, design, Ehlers procedure

HOW TO CITE THIS ARTICLE:

Sorić, Z., Mandić Ivanković, A.: Interaction diagrams for pier reinforcement design, GRAĐEVINAR, 53 (2001) 7

OR:

Sorić, Z., Mandić Ivanković, A. (2001). Interaction diagrams for pier reinforcement design, GRAĐEVINAR, 53 (7)
Authors:

Zorislav Sorić
University of Zagreb,
Faculty of Civil Engineering
Ana WEB2
Ana Mandić Ivanković
University of Zagreb,
Faculty of Civil Engineering