Structural concrete: Cracked membrane model

Journal of Structural Engineering

Volumn 124, Issue 12, 1998, Pages 1467-1475

  Kaufmann, Walter ^a   Marti, Peter ^a  

^a ETH ZURICH   (Switzerland)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; CRACK INITIATION; MATHEMATICAL MODELS; STRESS ANALYSIS; STRUCTURAL PANELS; TENSILE STRENGTH;

CRACKED MEMBRANE MODEL; STRUCTURAL CONCRETES;

REINFORCED CONCRETE;

EID: 0032312013     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:12(1467)     Document Type: Article

References (26)

1. Baumann, T. (1972). "Zur Frage der Netzbewehrung von Flächentragwerken [on the problem of net reinforcement of surface structures]." Bauingenieur, Berlin, Germany, 47(10), 367-377 (in German).
2. Brenni, P. (1995). "Il comportamento al taglio di una struttura a sezione mista in calcestruzzo a getti successivi [shear behavior of segmentally cast concrete structures]." Rep. No. 211, Inst. of Struct. Engrg., ETH, Zurich, Switzerland (in Italian).
3. Collins, M. P. (1978). "Towards a rational theory for RC members in shear." J. Struct. Div., ASCE, 104(4), 649-666.
4. Collins, M. P. (1979). "Stress-strain characteristics of diagonally cracked concrete." Final Rep., Plasticity in Reinforced Concrete Colloquium, International Association for Bridge and Struct. Engineering, Zurich, Switzerland.
5. Collins, M. P., and Mitchell, D. (1980). "Shear and torsion design of prestressed and non-prestressed concrete beams." PCI J., 25(5), 32-100.
6. Collins, M. P., Mitchell, D., Adebar, P., and Vecchio, F. J. (1996). "A general shear design method." ACI Struct. J., 93(1), 36-45.
7. "Design of concrete structures for buildings." (1984). CAN3-A23.3-M84, Canadian Standards Association, Rexdale, ON, Canada.
8. Hsu, T. T. C. (1988). "Softened truss model theory for shear and torsion." ACI Struct. J., 85(6), 624-635.
9. Hsu, T. T. C., and Zhang, L.-X. (1996). "Tension stiffening in reinforced concrete membrane elements." ACI Struct. J., 93(1), 108-115.
10. Kaufmann, W. (1998). "Strength and deformations of structural concrete subjected to in-plane shear and normal forces," Rep. No. 234, Inst. of Struct. Engrg., ETH, Zurich, Switzerland.
11. Kupfer, H. (1964). "Erweiterung der Mörsch'schen Fachwerkanalogie mit Hilfe des Prinzips vom Minimum der Formänderungsenergie [generalization of Mörsch's truss analogy using the principle of minimum strain energy]." Bulletin d'Information, Comité Euro-International du Béton, 40, 44-57 (in German).
12. Marti, P. (1979). "Plastic analysis of reinforced concrete shear walls." Introductory Rep., Plasticity in Reinforced Concrete Colloquium, International Association for Bridge and Struct. Engineering, Zurich, Switzerland.
13. Marti, P. (1982). "Strength and deformations of reinforced concrete members under torsion and combined actions." Bulletin d'Information, Comité Euro-International du Béton, 146, 97-138.
14. Marti, P. (1990). "Design of concrete slabs for transverse shear." ACI Struct. J., 87(2), 180-190.
15. Marti, P. (1992). "State-of-the-art of membrane shear behavior - European work." Proc., Int. Workshop on Concrete Shear in Earthquake, Elsevier, New York, 187-195.
16. Marti, P., and Meyboom, J. (1992). "Response of prestressed concrete elements to in-plane shear forces." ACI Struct. J., 89(5), 503-514.
17. Marti, P., Alvarez, M., and Sigrist, V. (1997). "Rissbildung und Mindestbewehrung [crack formation and minimum reinforcement]." Schweizer Ingenieur und Architekt, Zurich, Switzerland, 115(41), 832-838 (in German).
18. Mitchell, D., and Collins, M. P. (1974). "Diagonal compression field theory - A rational model for structural concrete in pure torsion." ACI J., 71(8), 396-408.
19. Muttoni, A. (1990). "Die Anwendbarkeit der Plastizitätstheorie in der Bemessung von Stahlbeton [applicability of the theory of plasticity in the design of reinforced concrete]." Rep. No. 176, Inst. of Struct. Engrg., ETH, Zurich, Switzerland (in German).
20. Pang, X., and Hsu, T. T. C. (1996). "Fixed-angle softened-truss model for reinforced concrete." ACI Struct. J., 93(2), 197-207.
21. Sigrist, V., and Marti, P. (1994). "Ductility of structural concrete: A contribution." Proc., Workshop on Devel. of EN 1992 in Relation to New Res. Results and to the CEB-FIP Model Code 1990, Czech Technical University, Prague, Czech Republic, 211-223.
22. Sigrist, V. (1995). "Zum Verformungsvermögen von Stahlbetonträgern [on the deformation capacity of structural concrete girders]." Rep. No. 210, Inst. of Struct. Engrg., ETH, Zurich, Switzerland (in German).
23. Vecchio, F. J., and Collins, M. P. (1981). "Stress-strain characteristics of reinforced concrete in pure shear," Final Rep., Advanced Mechanics of Reinforced Concrete Colloquium, International Association of Bridge and Struct. Engineering, Zurich, Switzerland.
24. Vecchio, F. J., and Collins, M. P. (1982). "The response of reinforced concrete to in-plane shear and normal stresses." Publ. 82-03, Dept. of Civ. Engrg., University of Toronto, Toronto, Canada.
25. Vecchio, F. J., and Collins, M. P. (1986). "The modified compression field theory for reinforced concrete elements subjected to shear." ACI J., 83(2), 219-231.
26. Walraven, J. C. (1981). "Fundamental analysis of aggregate interlock." J. Struct. Div., ASCE, 107(11), 2245-2270.