Compressive and flexural behaviour of recycled aggregate concrete filled steel tubes (RACFST) under short-term loadings

Steel and Composite Structures

Volumn 6, Issue 3, 2006, Pages 257-284

  Yang, You Fu ^a   Man, Lin Hai ^b  

^a FUZHOU UNIVERSITY   (China)

^b TSINGHUA UNIVERSITY   (China)

Author keywords

Beams; Composite actions; Confinement factor; Member capacity; Recycled aggregate concrete (RAC); Recycled aggregate concrete filled steel tubes (RACFST); Recycled coarse aggregate (RCA); Stub columns

Indexed keywords

BENDING MOMENTS; BENDING STRENGTH; CONCRETES; LOADING; STEEL STRUCTURES; STIFFNESS;

COMPOSITE ACTIONS; CONFINEMENT FACTOR; MEMBER CAPACITY; RECYCLED AGGREGATE CONCRETE (RAC); RECYCLED AGGREGATE CONCRETE FILLED STEEL TUBES (RACFST); RECYCLED COARSE AGGREGATE (RCA); STUB COLUMNS;

TUBES (COMPONENTS);

EID: 33744978338     PISSN: 12299367     EISSN: None     Source Type: Journal    
DOI: 10.12989/scs.2006.6.3.257     Document Type: Article

References (21)

1. ACI 318-99 (1999), "Building code requirements for structural concrete and commentary", Farmington Hills (MI), American Concrete Institute, Detroit, U.S.A.
2. AIJ (1997), "Recommendations for design and construction of concrete filled steel tubular structures", Architectural Institute of Japan, Tokyo, Japan.
3. AISC-LRFD (1999), "Load and resistance factor design specification for structural steel buildings", 2nd ed., American Institute of Steel Construction (AISC), Chicago, U.S.A.
4. Ajdukiewicz, A. and Kliszczewicz, A. (2002), "Influences of recycled aggregates on mechanical properties of HS/HPC", Cement & Concrete Composites, 24(2), 269-279.
5. ASCCS. (1997), "Concrete filled steel tubes-A comparison of international codes and practices", ASCCS Seminar, Innsbruck, Austria.
6. BS5400: Part 5 (1979), "Concrete and composite bridges", British Standard Institute.
7. DBJ 13-51-2003 (2003), 'Technical specification for concrete-filled steel tubular structures", Fuzhou (in Chinese).
8. Eurocode 4 (1994), "Design of composite steel and concrete structures, Parti. 1: General rules and rules for buildings (together with United Kingdom National Application Document)", DD ENV 1994-1-1, British Standards Institution, London W1A2BS.
9. Han, L. H. (2002), "Tests on stub columns of concrete-filled RHS sections", J. Constr. Steel Res., 58(3), 353-372.
10. Han, L. H. (2004), "Flexural behaviour of concrete-filled steel tubes", J. Constr. Steel Res., 60(2), 313-337.
11. Han, L. H., Zhao, X. L. and Tao, Z. (2001), "Tests and mechanics model of concrete-filled SHS stub columns, columns and beam-columns", Steel and Composite Structures, 1(1), 51-74.
12. Katz, A. (2003), "Properties of concrete made with recycled aggregate from partically hydrated old concrete", Cement and concrete Research, 33(5), 703-711.
13. Konno, K., Sato, Y., Kakuta, Y. and Ohira, M. (1997), "Property of recycled concrete column encased by steel tube subjected to axial compression", Transactions of the Japan Concrete Institute, 19(2), 231-238.
14. Konno, K., Sato, Y., Ueda, T. and Onaga, M. (1998), "Mechanical property of recycled concrete under lateral confinement", Transactions of the Japan Concrete Institute, 20(3), 287-292.
15. Lu, Y. Q. and Kennedy, D. J. L. (1994), "The flexural behaviour of concrete-filled hollow structural sections", Canadian Journal of Civil Engineering, 21(1), 111-130.
16. Olorunsogo, F. T. and Padayachee, N. (2002), "Performance of recycled aggregate concrete monitored by durability indexes", Cement and Concrete Research, 32(2), 179-185.
17. Schneider, S. P. (1998), "Axially loaded concrete-filled steel tubes", J. Struct. Eng., ASCE, 124(10), 1125-1138.
18. Topçu, I. B. and Şengel, S. (2004), "Properties of concretes produced with waste concrete aggregate", Cement and Concrete Research, 34(8), 1307-1312.
19. Uy, B. (2000), "Strength of concrete filled steel box columns incorporating local buckling", J. Struct. Eng., ASCE, 126(3), 341-352.
20. Varma, A. H., Ricles, J. M., Sause, R. and Lu, L. W. (2002), "Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns", J. Constr. Steel Res., 58(5-8), 725-758.
21. Xiao, J., Sun, Y. and Falkner, H. (2006), "Seismic performance of frame structures with recycled aggregate concrete", Eng. Struct., 28(1), 1-8.