Strength of struts and nodes in strut-tie model

Journal of Structural Engineering

Volumn 122, Issue 1, 1996, Pages 20-28

  Yun, Young Mook ^a   Ramirez, Julio A ^a  

^a PURDUE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; COMPUTER SOFTWARE; CONCRETE BEAMS AND GIRDERS; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; INTERACTIVE COMPUTER GRAPHICS; STRENGTH OF MATERIALS; STRESSES;

EFFECTIVE STRESS LEVEL; PRINCIPAL STRESS RATIO; SOFTWARE PACKAGE NLSTAT; STRUT TIE MODELS;

STRUTS;

EID: 0029757051     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1996)122:1(20)     Document Type: Article

References (16)

1. Adebar, P., and Zhou, Z. (1993). "Bearing strength of compressive struts confined by plain concrete." ACI Struct. J., 90(5), 534-541.
2. Alshegeir, A. (1992). "Analysis and design of disturbed regions with strut-tie models," PhD thesis, Purdue University, West Lafayette, Ind.
3. Anderson, N. S., and Ramirez, J. A. (1987). "Effect of the detailing of stirrup reinforcement on the ultimate strength and behavior of reinforced concrete members failing in shear." Struct. Engrg. Rep. No. CE-STR-87-2, Purdue University, West Lafayette, Ind.
4. Bergmeister, K., Breen, J. E., and Jirsa, J. O. (1991). "Dimensioning of the nodes and development of reinforcement." Rep., IABSE Colloquium Struct. Concrete, Stuttgart, Germany, 551-556.
5. "Design of concrete structures for buildings." (1984). CAN3-A23.3-M84. Canadian Standards Association, Rexdale, Ontario, Canada.
6. Jirsa, J. O., Breen, J. E., Bergmeister, K., Barton, D., Anderson, R., and Bouadi, H. (1991). "Experimental studies of nodes in strut-and-tie models." Rep., IABSE Colloquium Struct. Concrete, Stuttgart, Germany, 525-532.
7. Kupfer, H., and Gerstle, K. (1973). "Behavior of concrete under biaxial stresses." J. Engrg. Mech., ASCE, 99(4), 852-866.
8. Kupfer, H., Hilsdorf, H. K., and Rusch, H. (1969). "Behavior of concrete under biaxial stresses." ACI J., 66(8), 656-666.
9. MacGregor, J. G. (1988). "Reinforced concrete mechanics and design. Prentice-Hall, Englewood Cliffs, N.J.
10. Marti, P. (1985). "Basic tools of reinforced concrete beam design." J. Am. Concrete Inst., 82(1), 46-56.
11. Nielsen, M. P., Braestrup, M. W., Jensen, B. C., and Bach, F. (1978). "Concrete plasticity, beam shear-shear in joints-punching shear." Spec. Publ., Danish Soc. for Struct. Sci. and Engrg., Tech. Univ. of Denmark, Lyngby.
12. Ramirez, J. A., and Breen, J. E. (1983). "Proposed design procedure for shear and torsion in reinforced and prestressed concrete." Res. Rep. 248-4F, Ctr. for Transp. Res., Univ. of Texas, Austin.
13. Schlaich, M., and Anagnostou, G. (1990). "Stress fields for nodes of strut-and-tie models." J. Struct. Engrg., ASCE, 116(1), 13-23.
14. Schlaich, J., Schaefer, K., and Jennewein, M. (1987). "Towards a consistent design of structural concrete." J. Prestressed Concrete Inst., 32(3), 4-150.
15. Vecchio, F. J., and Collins, M. P. (1982). "The response of reinforced concrete to in-plane shear and normal stresses." Publ. No. 82-03, Dept. of Civ. Engrg., Univ. of Toronto, Canada.
16. Yun, Y. M. (1994). "Design and analysis of 2-D structural concrete with strut-tie model," PhD thesis, Purdue University, West Lafayette, Ind.