Output details
15 - General Engineering
University of Southampton
Article title
Numerical modelling of shear behaviour of reinforced concrete pile caps
Type
D - Journal article
Title of journal
Journal of Structural Engineering
Article number
-
Volume number
138
Issue number
6
First page of article
708
ISSN of journal
0733-9445
Year of publication
2012
Number of additional authors
2
Additional information
Significance of output:
Strut-and-tie models are an alternative design method for the shear design of reinforced concrete elements such as deep beams and pile caps. In the case of pile caps, there has been relatively little guidance on their use however, and this paper addresses this gap by making specific recommendations on the application of the strut-and-tie method to these structures. This paper is a culmination of a research programme on the shear behaviour of pile caps suggested by Dr Paul Jackson of Ramboll, who is UK representative on the Eurocode 2 drafting committee and to whom the findings have been communicated.
Interdisciplinary
-
Cross-referral requested
-
Research group
8 - Structures and solid mechanics
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-