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IBRACON Structures and Materials Journal • 2013 • vol. 6 • nº 1
Concrete compressive characteristic strength analysis of pile caps with three piles
6. References
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Figure 9 – Model 1 ties tensile stresses
in the anchorage zone (ATENA),
where stresses values are highlighted
in some ties points (values in MPa)
Figure 10 – Model 2 ties tensile stresses
in the anchorage zone (ATENA),
where stresses values are highlighted
in some ties points (values in MPa)
Figure 11 – Model 3 ties tensile stresses
in the anchorage zone (ATENA),
where stresses values are highlighted
in some ties points (values in MPa)