Round-robin analysis of over-reinforced concrete beams comparison of results

Materials and Structures/Materiaux et Constructions

Volumn 33, Issue 230, 2000, Pages 381-390

  Van Mier, J G M ^a   Ulfkjaer J P ^b  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b JOINT RESEARCH CENTRE   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSION TESTING; CONCRETE REINFORCEMENTS; REINFORCED CONCRETE; STRAIN; TENSILE PROPERTIES;

ROUND-ROBIN ANALYSIS;

CONCRETE BEAMS AND GIRDERS;

EID: 0034229704     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02479647     Document Type: Article

References (29)

1. Van Mier, J. G. M., Shah, S. P., Arnaud, M., Balayssac, J. P., Bascoul, A., Choi, S., Dasenbrock, D., Fcrrara, G., French, C., Gobbi, M. E., Karihaloo, B. L., König, G., Kotsovos, M. D., Labuz, J., Langc-Kornbak, D., Markcsct, G., I'avlovic, M. N., Simsch, G., Thicncl, K-C., Turatsinzc, A., Ulmcr, M., Van Gecl, H. J. G. M., Van Vliet, M. R. A., Zissopoulos, D., 'Strainsoftening of concrete in uniaxial compression - Report of the Round-Robin Test carried out by RILEM TC 148-SSC, Malcr. Struct. 30 (198) (1997) 195-209.
2. Hillerborg, A., Pctcrsson, P. E. and Modccr, M., 'Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements', Can. Cone. Res. 6 (6) (1976) 773-782.
3. Dugdale, D. S., 'Yielding of sheets containing slits' J. Mech. Phy. Sol. 8(1960)100-108.
4. Barenblatt.G. I., 'The mathematical theory of equilibrium cracks in brittle fracture', Adv. Appl. Mech. 7 (1962) 55-129.
5. Van Mier, J. G. M., 'Fracture Processes of Concrete - Assessment of Material Parameters for Fracture Models', CRC Press, Boca Raton (FL), USA, 448 pp.
6. Van Mier, J. G. M., 'Strain-softening of concrete under multiaxial loading conditions', PhD thesis, Eindhoven University of Technology (1984).
7. Hillerborg, A., 'Fracture mechanics concepts applied to moment capacity and rotational capacity of reinforced concrete beams', Eng. Fract. Mach. 35 (1990) 233-240.
8. Markcset, G., 'Failure of concrete under compressivc strain gradients', PhD thesis, Norgcs Tckniskc Høyskole, Trondheim, Nora-ay (1993).
9. Kotsovos, M. D., 'Effect of testing techniques on the post-ultimate behaviour of concrete in compression', Mater. Struct. 16 (1983)3-12.
10. Vonk, R. A., 'Softening of concrete loaded in compression', PhD thesis, Eindhoven University of Technolog)- (1992).
11. Jansen, D. C. and Shah, S. P., 'Effect of length on compressivc strain softening of concrctc J. Eng. Mach. (ASCE) 1 (1998) 25-35.
12. Van Mier, J. G. M., Schlangen, E. and Vcrvuurt, A., Tensile cracking in concrete and sandstone: Part 2 - Effect of boundary rotations', A later. Struct. 29 (1996) 87-96.
13. Hsu, T. T. C., Slate, F. O., Sturman, G. M. and Winter, G., 'Micro-cracking of plain concrete and the shape of the stressstrain curve'J. Amcr. Cone. Inst. 60 (2) (1963) 209-224.
14. Van Vliet, M. R. A. and Van Micr, J. G. M., 'Experimental investigation of concrete fracture under uniaxial compression', Mali. Co/i. Frict. Mat. 1 (1996) 115-127.
15. Pcdcrscn, L. H., Bundgaard, K. and Morch, T., 'Numerical and experimental investigation of compression failure of concrete beams', Graduation thesis, June 1996, 162 pp.
16. Ulfkjxr, J. P., Van Micr, J. G. M. and Stang, H., 'Invitation to a competition on modelling of over-reinforced concrete beams', RILEM Technical Committee 148-SSC "Strain Softening of Concrete" and ACI/ASCE Committee 447 on "Finite Element Analysis of Reinforced Concrete Structures" (1997).
17. Ulfkjarr, J. P., 'Experimental investigation of over-reinforced concrete beams of three different types of concrete and at two different size scales', in Proc. FraMCoS-3, cd. H. Mihashi and K. Rokugo, AEDIFICATIO Publishers, Freiburg, (1998) 1253-1260.
18. Bascoul, A., Duprat, M. and Pinglot, M., 'Load deflection diagram of over-reinforced concrete beams', in Proc. FraMCoS-3, ed. H. Mihashi and K. Rokugo, AEDIFICATIO Publishers, Freiburg, (1998) 1211-1222.
19. Kang, H. D., Spacone, E. and Willam, K.J., 'A study of compressivc failure in over-reinforced concrete beams', in Proc. FraMCoS-3, ed. H. Mihashi and K. Rokugo, AEDIFICATIO Publishers, Freiburg, (1998) 1195-1210.
20. König, G., Meyer, J. and Sint, A., 'Round Robin analysis on modelling of ovcr-rcinforccd concrete beams - Calculation of the load deformation behaviour of concrete beams with the BDZ model', in Proc. FraMCoS-3, ed. H. Mihashi and K. Rokugo, AEDIFICATIO Publishers, Freiburg, (1998) 1241-1251.
21. Kotsovos, M. D., 'Round Robin finite clement analysis of overreinforced concrete beams, Report, Athens University, (1997) 9 pp.
22. Lcgeron, F., Mazars, J. and Paultre, P., 'Prediction of the behavior of over-reinforced concrete beams with two levels of simplified approach', in Proc. FraMCoS-3, cd. H. Mihashi and K. Rokugo, AEDIFICATIO Publishers, Freiburg, (1998) 1223-1232.
23. Ozbolt, J., Li, Y.-J. and Eligchauscn, R., '3D finite clement analysis of over-reinforced beams', in Proc. FraMCoS-3, cd. H. Mihashi and K. Rokugo, AEDIFICATIO Publishers, Freiburg, (1998) 1233-1240.
24. Kent, D. C. and Park, R., 'Flcxural members with confined concrete', ASCEJ. Struct. Div. 97 (1971) 1964-1990.
25. Ozbolt, J., Li, Y. and Kozar, I., Microplanc model for concrete mixed approach', (1997) submitted to Int. J. Solids Struct.
26. Kotsovos, M. D. and Pavlovic, M. N., Structural Concrete: Finite Element Analysis for Limit-State Design, Thomas Telford (1995).
27. Cusson, D. and Paultre, P., 'Stress-strain model for confined high strength concrete', ASCE J. Struct. Div. 121 (1995) 468-477.
28. Labordcric, C., Phénomènes unilatéraux dans un matériau cndommageable : modélisation et application àl'analyse de structures en béton', PhD thesis, LMT Cachan (1991).
29. Van Mier, J. G. M. and Shah, S. P., Test method for measurement of the strain-softening behaviour of concrete under uniaxial compression, RILEM Draft Recommendation, Mater. Struct. 33 (230) (2000) 347-351.