CONFERENCE PROCEEDINGS
6th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2018 , 2018.y., pp. 33-40
STRUT – AND – TIE MODEL FOR ANALYSIS OF PILES CAP |
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DOI: 10.14415/konferencijaGFS2018.002 |
UDC: 624.072.2.012.45 |
CC-BY-SA 4.0 license |
Author : Folić, Radomir; Folić, Boris; Miličić, Ilija M. |
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| Summary: |
| Technical beam theory is not applicable for the analysis of non-standard
reinforced concrete structural elements (D-region), especially when members are
exposed to significant shear stress and/or torsion. In this case strut – and – tie models
(STM), which give reliable results, are used. In this paper we present a review of
theoretical bases and application of STM for design. The focuse is also on the detailing
of pile caps for diferent numbers of piles (2, 3 and 4) in the foundation. Some
international recommendations are also commented (ACI, EN 1992, etc.). |
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| Keywords: |
| Pile foundation, pile cap, strut–and–tie methods, shear strength, punching |
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