The softening rotation of reinforced concrete members

Engineering Structures

Volumn 30, Issue 11, 2008, Pages 3159-3166

  Daniell, J E ^a   Oehlers, D J ^a   Griffith, M C ^a   Mohamed Ali, M S ^a   Ozbakkaloglu, T ^a  

^a UNIVERSITY OF ADELAIDE   (Australia)

Author keywords

Concrete softening; Drift; Ductility; Reinforced concrete; Softening rotation

Indexed keywords

BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DUCTILITY; REINFORCED CONCRETE; ROTATION; SEISMIC DESIGN; STEEL BEAMS AND GIRDERS;

BLAST LOADS; CONCRETE PRISMS; DRIFT; FUNDAMENTAL RESEARCHES; IT CONTROLS; MATERIAL PROPERTIES; RC STRUCTURES; REINFORCED CONCRETE MEMBERS; ROTATIONAL CAPACITIES; SAFE DESIGNS; SEISMIC; SOFTENING ROTATION;

STRUCTURAL DESIGN;

CONCRETE STRUCTURE; DUCTILITY; LOADING; REINFORCED CONCRETE; SEISMIC RESPONSE; SOFTENING; STRUCTURAL ANALYSIS; TESTING METHOD;

EID: 54949150602     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.04.023     Document Type: Article

References (14)

1. Anderson NL, Daniell JE, Luey LW, Quince MJ. Rotational components of RC members. Honours Project Report. University of Adelaide; 2006
2. Barnard P.R., and Johnson R.P. Plastic behaviour of continuous composite beams. Proc Inst Civil Eng 32 (1965) 161-210
3. Debernardi P.G., and Taliano M. Softening behaviour of concrete prisms under eccentric compressive forces. Mag Concr Res 53 4 (2001) 239-249
4. Esmaeily-Gh A., and Xiao Y. Seismic behavior of bridge columns subjected to various loading patterns. Pacific earthquake engineering research center (2002), University of California, Berkeley
5. Fantilli A.P., Ferretti D., Iori I., and Vallini P. Mechanical model for failure of compressed concrete in reinforced concrete beams. J Struct Eng 128 5 (2002) 637-645
6. Fujita Y, Ishimaru R, Hanai S, Suenaga Y. Study on internal friction angle and tensile strength of plain concrete. In: Proceedings of fracture mechanics of concrete structures FRAMCOS 3 1998. p. 325-34
7. Mohamed Ali M.S., Oehlers D.J., Griffith M.C.. Simulation of plastic hinges in FRP plated RC beams. ASCE Composites for Construction 2007 (in press)
8. Oehlers D.J. Ductility of FRP plated flexural members. Cem Concr Compos 28 (2006) 895-905
9. Oehlers D.J., Campbell L., Haskett M., Antram P., and Byrne R. Moment redistribution in RC beams retrofitted by longitudinal plating. Adv Struct Eng 9 2 (2006) 257-264
10. Oehlers DJ, Griffith MC, Mohamed Ali MS. Ductility components and limits of FRP plated RC structures. Construct Building Materials [in press]
11. Panagiotakos T.B., and Fardis M.N. Deformations of reinforced concrete members at yielding and ultimate. ACI Struct J 98 2 (2001) 135-148
12. Pecce M., and Fabbrocino G. Plastic rotation capacity of beams in normal and high-performance concrete. ACI Struct J 96 2 (1999) 290-300
13. Rao P.S., Kannan P.R., and Subrahmanyam B.V. Influence of span length and application of load on the rotation capacity of plastic hinges. ACI J Proc 68 6 (1971) 468-471
14. Wood R.H. Some controversial and curious developments in the plastic theory of structures. In: Heyman J., and Leckie F.A. (Eds). Engineering plasticity (1968), Cambridge University Press, Cambridge 665-691