Shear truss analogy for concrete members of solid and hollow circular cross section

Engineering Structures

Volumn 31, Issue 2, 2009, Pages 455-465

  Turmo, J ^a   Ramos, G ^b   Aparicio, A C ^b  

^a UNIVERSITY OF CASTILLA LA MANCHA   (Spain)

^b UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Circular columns; Shear strength; Spiral reinforcement; Truss analogy

Indexed keywords

CONCRETE CONSTRUCTION; CONCRETE PRODUCTS; DRILLING PLATFORMS; OFFSHORE STRUCTURES; PIPE; REINFORCEMENT; SEISMIC DESIGN; SHEAR STRENGTH; STRENGTH OF MATERIALS; TRUSSES; WATER TANKS;

ACCURATE FORMULAS; ANALYTICAL MODELS; CIRCULAR COLUMNS; CIRCULAR CROSS SECTIONS; CONCRETE MEMBERS; EFFICIENCY FACTORS; HOLLOW CORES; IN BUILDINGS; LARGE BRIDGES; OFF SHORE PLATFORMS; SEISMIC LOADS; SHEAR REINFORCEMENTS; SHEAR TESTS; SPIRAL REINFORCEMENT; STRENGTH CHARACTERISTICS; STRUCTURAL TYPES; TRANSVERSE REINFORCEMENTS; TRUSS ANALOGY; UNSOLVED PROBLEMS;

CONCRETE REINFORCEMENTS;

BRIDGE CONSTRUCTION; BUILDING CODE; BUILDING CONSTRUCTION; COLUMN; CONCRETE STRUCTURE; LOADING; NUMERICAL MODEL; PILE; REINFORCED CONCRETE; SEISMIC DESIGN; SHEAR STRENGTH; WIND FORCING;

EID: 57749181306     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.09.002     Document Type: Article

References (30)

1. American Concrete Institute Committee 318 Building Code Requirements for Structural Concrete (ACI 318-05). 2005
2. British Standards Institution. BS 8 100 Structural Use of Concrete: Part I: Code of Practice for Design and Construction, London, 1985
3. Comisión Permanente del Hormigón. EHE Instrucción del Hormigón Estructural. Ministerio de Fomento. Madrid, 1998
4. CEB-FIP Model Code 1990 (1993), Thomas Telford Ltd, London
5. Oreta A.W.C. Simulating size effect on shear strength of RC beams without stirrups using neural networks. Eng Struct 26 5 (2004) 681-691
6. Mansour M.Y., Dicleli M., Lee J.Y., et al. Predicting the shear strength of reinforced concrete beams using artificial neural networks. Eng Struct 26 6 (2004) 781-799
7. Cladera A., and Mari A.R. Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part I: Beams without stirrups. Eng Struct 26 7 (2004) 917-926
8. Cladera A., and Mari A.R. Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part II: Beams with stirrups. Eng Struct 26 7 (2004) 927-936
9. Etxeberria M., Mari A.R., and Vazquez E. Recycled aggregate concrete as structural material. Mater Struct 40 5 (2007) 529-541
10. Barragán B.E., Gettu R., Zerbino R., and Agulló L. On the shear failure of steel fiber reinforced concrete based on push-off tests. ACI Mater J 103 (2006) 251-257
11. Cladera A., and Mari A.R. Experimental study on high-strength concrete beams failing in shear. Eng Struct 27 10 (2005) 1519-1527
12. Shahawy M.A., and Cai C.S. A new approach to shear design of pre-stressed concrete members. PCI J 44 4 (1999) 92-117
13. Tan K.H., and Cheng G.H. Size effect on shear strength of deep beams: Investigating with strut-and-tie model. J Struct Eng-ASCE 132 5 (2006) 673-685
14. Zhang N., and Tan K.H. Direct strut-and-tie model for single span and continuous deep beams. Eng Struct 29 11 (2007) 2987-3001 10.1016/j.engstruct.2007.02.004
15. Bentz E.C., Vecchio F.J., and Collins M.R. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements. ACI Struct J 103 4 (2006) 614-624
16. European Committee for Standardization. UNE-ENV 1992-1-1. Eurocode 2. Design of Concrete Structures. Part 1-1. General Rules and Rules for Buildings. Brussels, 2004
17. Ang B.G., Priestley M.J.N., and Paulay T. Seismic shear strength of circular concrete columns. ACI Struct J 86 1 (1989) 45-59
18. Comisión Permanente del Hormigón. EHE Instrucción del Hormigón Estructural. Draft. Ministerio de Fomento. Madrid. 2007. http://www.fomento.es/MFOM/LANG_CASTELLANO/DIRECCIONES_GENERALES/ORGANOS_COLEGIADOS/CPH/instrucciones/norma_ehe/
19. Clarke J.L., and Birjandi F.K. The behaviour of reinforced concrete circular sections in shear. Struct Eng 71 5 (1993) 73-81
20. Priestley M.J.N., Verma R., and Xiao Y. Seismic shear strength of reinforced concrete columns. ASCE J Struct Eng 120 8 (1994) 2310-2329
21. Priestley M.J.N., Seible F., and Calvi M. Seismic design and retrofit of bridges (1996), John Wiley & Sons p. 333-45
22. Kowalsky M.J., and Priestley M.J.N. Improved analytical model for shear strength of circular reinforced concrete columns in seismic regions. ACI Struct J 97 3 (2000) 388-396
23. Lin T.Y., and Burns N.H. Design of prestressed concrete structures (1984), John Wiley and Sons
24. Ranzo G, Priestley MJN. Seismic performance of large RC circular hollow columns. In: Proceedings of the 12th world conference on earthquake engineering. 2000 [on CD, Paper No. 0250]
25. Zahn F.A., Park R., and Priestley M.J.N. Flexural strength and ductility of circular hollow reinforced concrete column without confinement on inside face. ACI Struct J 87 2 (1990) 156-166
26. Popov P.P., and Balan T.A. Engineering mechanics of solids (1998), Prentice Hall, NJ (USA)
27. Canet MJ. Cálculo de Estructuras. Vol 1: Fundamentos y Estudio de Secciones Edicions UPC, Barcelona, 2000
28. Ruiz de Gordejuela G. Shear behaviour of hollow core cylindrical bridge piles. M.S. thesis. Directed by Ramos G and Turmo J. Spain: Technical University of Catalonia; December 2004
29. Ruiz de Gordejuela G, Ramos G, Turmo J. Experimental study on shear behaviour of hollow core cylindrical bridge piles. In: III ACHE conference on bridges and structures. 2005
30. Montgomery C.D., Runger C.G., and Hubele N.F. Engineering statistics (1998), John Wiley and Sons