Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation

Computers and Structures

Volumn 84, Issue 31-32, 2006, Pages 2254-2263

  Bairan Garcia, Jesus Miguel ^a   Mari Bernat, Antonio R ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Anisotropy; Bending moments; Coupled sectional analysis; Interaction; Non linear analysis; Reinforced concrete; Shear; Torsion

Indexed keywords

BENDING MOMENTS; LOADS (FORCES); MATHEMATICAL MODELS; NONLINEAR EQUATIONS; SHEAR STRESS; STIFFNESS MATRIX; STRAIN MEASUREMENT; TORSIONAL STRESS;

ANISOTROPIC MATERIALS; COUPLED SECTIONAL ANALYSIS; CROSS SECTIONS; NON-LINEAR ANALYSIS;

STRUCTURAL ANALYSIS;

EID: 33751421952     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2006.08.036     Document Type: Article

References (16)

1. Bairan JM. A non-linear totally-coupled model for RC sections under 3D bending, shear, torsion and axial loading. Ph.D. Thesis. Technical University of Catalonia. Barcelona, 2005.
2. Bentz E. Sectional Analysis of Reinforced Concrete Members. Ph.D. Thesis. University of Toronto. 2000.
3. Chan EC. Nonlinear geometric, material and time-dependent analysis of reinforced concrete shells with edge beams. Ph.D. Thesis. University of California. Berkeley. 1982.
4. Hsu T.T.C. Torsion of reinforced concrete (1984), Van Nostrand Reinhold, New York
5. MacGregor JG, Bartlett FM. Reinforced concrete: mechanics and design. First Canadian Edition. Prentice Hall Canada Inc. Scarborough, Ont., 1992.
6. 0 UCB/SESM-84/12. University of California. Berkeley, 1984.
7. Mari A.R. Numerical simulation of the segmental construction of three dimensional concrete frames. Eng Struct 22 (2000) 585-596
8. Molins C., and Roca P. Capacity of masonry arches and spatial frames. J Struct Eng 124 6 (1998) 653-663
9. Petrangeli M., Pinto P., and Ciampi V. Fiber element for cyclic bending and shear of RC structures. I: Theory. J Eng Mech September (1999)
10. Reddy J.N. On locking-fee shear deformable beam finite elements. Comput Meth Appl Mech Eng 149 (1997) 113-132
11. Scordelis A.C. Computer models for nonlinear analysis of reinforced and prestressed concrete structures. PCI J 29 6 (1984)
12. Spacone E., Filippou F., and Taucer F. Fiber beam-column model for nonlinear analysis of R/C frames: I. Formulation. Int J Earthquake Eng Struct Dyn 25 7 (1996)
13. Taylor R.L., Filippou F.C., Saritas A., and Auricchio F. A mixed finite element method for beam and frame problems. Comput Mech 31 1-2 (2003) 192-203
14. Timoshenko SP, Goodier JN. Teoría de la elasticidad. Editorial Urmo. Bilbao. 1972.
15. Vecchio F.J., and Collins M.P. Predicting the response of reinforced concrete beams subjected to shear using modified compression field theory. ACI J 85 May-June (1988) 258-268
16. Yu W., Volovoi V., Hodges D., and Hong X. Validation of the variational asymptotic beam sectional analysis (VABS). AIAA J 40 10 (2002)