Three-dimensional analysis of two-pile caps

Three-dimensional analysis of two-pile caps

This paper compares the results between a non-linear three-dimensional numerical analysis of pile caps with two piles and the experimental study conducted by Delalibera. It is verified the load-carrying capacity, the crack pattern distribution, the principal stress in concrete and steel, the deflect...

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Bibliographic Details
Main Authors:	T.E.T. Buttignol, L.C Almeida
Format:	Article
Language:	English
Published:	Instituto Brasileiro do Concreto (IBRACON)
Series:	Revista IBRACON de Estruturas e Materiais
Subjects:	pile caps finite elements reinforced concrete foundation
Online Access:	http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952012000200008&lng=en&tlng=en

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