Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/moment-redistribution-in-rc-beams-retrofitted-by-longitudinal-plating-frLECoN2M1
References (14)
-
P. Barnard (1965)
The Collapse of Reinforced Concrete Beams, 12
-
D. Oehlers, R. Seracino (2004)
Design of FRP and Steel Plated RC Structures: Retrofitting Beams and Slabs for Strength, Stiffness and Ductility -
D. Oehlers, G. Ju, I. Liu, R. Seracino (2004)
Moment redistribution in continuous plated RC flexural members. Part 1: neutral axis depth approach and testsEngineering Structures, 26
-
W. Corley (1966)
Rotational Capacity of Reinforced Concrete BeamsJournal of the Structural Division, 92
-
H. Sawyer (1965)
Design of Concrete Frames For Two Failure Stages, 12
-
P. Barnard, R. Johnson (1965)
PLASTIC BEHAVIOUR OF CONTINUOUS COMPOSITE BEAMS, 32
-
J. Ulfkjær, M. Henriksen, R. Brincker, L. Hansen, G. Heshe, J. Jensen (1995)
Rotational Capacity of Reinforced Concrete Beams -
DataNotAvailable (1967)
Discussion of Rotational Capacity of Reinforced Concrete Beams by W. Gene CorleyJournal of the Structural Division, 93
-
I. Liu, D. Oehlers, R. Seracino (2006)
Tests on the Ductility of Reinforced Concrete Beams Retrofitted with FRP and Steel Near-Surface Mounted PlatesJournal of Composites for Construction, 10
-
R. Warner, M. Yeo (1984)
COLLAPSE BEHAVIOUR OF CONCRETE STRUCTURES WITH LIMITED DUCTILITY -
I. Liu, D. Oehlers, R. Seracino (2006)
Moment Redistribution in FRP and Steel-Plated Reinforced Concrete BeamsJournal of Composites for Construction, 10
-
D. Oehlers, I. Liu, G. Ju, R. Seracino (2004)
Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approachEngineering Structures, 26
-
P. Barnard, R. Johnson (1965)
ULTIMATE STRENGTH OF COMPOSITE BEAMS, 32
-
(2004)
Moment Redistribution in Adhesively Bonded Plated Beams, Student Research Report, School of Civil and Environmental Engineering, The University of Adelaide
- Publisher
- SAGE
- Copyright
- © 2006 SAGE Publications
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1260/136943306776986921
- Publisher site
- See Article on Publisher Site
Abstract
The ability to redistribute moment within a reinforced concrete frame or structure is an intrinsic requirement in design. This is generally dealt with using the established neutral axis depth factor, the ku approach, with fixed hinge lengths, which require the flexural member to fail by concrete crushing and which, in turn, requires large strains in the tension reinforcement. As longitudinally plated flexural members tend to fail by plate debonding or plate fracture before the concrete crushes, an alternative approach is presented which is based on variable hinge lengths, which can cope with beam failure at any tension reinforcement strain, and which can be applied to both longitudinally plated and unplated structures.
Journal
Advances in Structural Engineering – SAGE
Published: Apr 1, 2006