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Axial Failure of Reinforced Concrete Columns Damaged by Shear Reversals

Henkhaus, Kurt / Pujol, Santiago / Ramirez, Julio

Abstract

Results from tests on eight full-scale RC columns with ties with large spacing ( $s > d / 2$ ) and 90° hooks are presented. The test results showed that increasing the number of displacement cycles and applying displacements along more than one axis decreased the maximum drift ratio reached before the columns experienced failure in axial compression. Test columns had little drift capacity beyond shear failure. The mean difference between the maximum drift ratio at axial failure and the drift ratio at shear failure was less than 1%.

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Axial Failure of Reinforced Concrete Columns Damaged by Shear Reversals

Henkhaus, Kurt / Pujol, Santiago / Ramirez, Julio

Abstract

Results from tests on eight full-scale RC columns with ties with large spacing ( $s > d / 2$ ) and 90° hooks are presented. The test results showed that increasing the number of displacement cycles and applying displacements along more than one axis decreased the maximum drift ratio reached before the columns experienced failure in axial compression. Test columns had little drift capacity beyond shear failure. The mean difference between the maximum drift ratio at axial failure and the drift ratio at shear failure was less than 1%.

Axial Failure of Reinforced Concrete Columns Damaged by Shear Reversals

Henkhaus, Kurt / Pujol, Santiago / Ramirez, Julio

Abstract

Results from tests on eight full-scale RC columns with ties with large spacing ( $s > d / 2$ ) and 90° hooks are presented. The test results showed that increasing the number of displacement cycles and applying displacements along more than one axis decreased the maximum drift ratio reached before the columns experienced failure in axial compression. Test columns had little drift capacity beyond shear failure. The mean difference between the maximum drift ratio at axial failure and the drift ratio at shear failure was less than 1%.

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Dokumentinformationen

Titel:

Axial Failure of Reinforced Concrete Columns Damaged by Shear Reversals

Beteiligte:

Henkhaus, Kurt (Autor:in) / Pujol, Santiago (Autor:in) / Ramirez, Julio (Autor:in)

Erschienen in:

Journal of Structural Engineering ; 139 ; 1172-1180

Erscheinungsdatum:

14.06.2013

Format / Umfang:

92013-01-01 pages

ISSN:

0733-9445 , 1943-541X

DOI:

https://doi.org/10.1061/(ASCE)ST.1943-541X.0000673

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

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