TECHNICAL PAPERS
Aug 1, 1993

Nonlocal Microplane Concrete Model with Rate Effect and Load Cycles. II: Application and Verification

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Publication: Journal of Materials in Civil Engineering
Volume 5, Issue 3

Abstract

This second part of the study deals with experimental verification of an improved and generalized nonlocal microplane model whose general formulation was given in the first part. First the stress‐strain relations for a material point are simulated with a local version of the model, and then the representation of some basic tests is studied in finite‐element analyses with the nonlocal calculation.

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References

1.
Bažant, Z. P., and Oh, B. H. (1983). “Crack band theory for fracture of concrete.” Matériaux et Constructions, Paris, France, 16(93), 155–177.
2.
Bažant, Z. P., and Oh, B. H. (1986). “Efficient numerical integration on the surface of a sphere.” Zeitschrift für Angewandte Mathematik und Mechanik, Leipzig, Germany, 66(1), 37–49.
3.
Bažant, Z. P., and Ožbolt, J. (1990). “Nonlocal microplane model for fracture, damage, and size effect in structures.” J. Engrg. Mech., ASCE, 116(11), 2485–2505.
4.
Bažant, Z. P., and Prat, P. C. (1988a). “Microplane model for brittle‐plastic material: I. Theory.” J. Engrg. Mech., ASCE, 114(10), 1672–1688.
5.
Bažant, Z. P., and Prat, P. C. (1988b). “Microplane model for brittle‐plastic material: II. Verification.” J. Engrg. Mech., ASCE, 114(10), 1689–1702.
6.
Carol, I., Bažant, Z. P., and Prat, P. C. (1992). “New explicit microplane model or concrete: Theoretical aspects and numerical implementation.” Int. J. of Solids and Struct., 29(9), 1173–1191.
7.
Dilger, W. H., Koch, R., and Kowalczyk, R. (1984). “Ductility of plain and confined concrete under different strain rates.” ACI J., 81(1), 73–81.
8.
Green, S. J., and Swanson, S. R. (1973). “Static constitutive relations for concrete.” Rep. No. AFWL‐TR‐72‐2, Air Force Weapons Laboratory, Kirtland Air Force Base.
9.
Hasegawa, T., and Bažant, Z. P. (1993). “Nonlocal Microplane concrete model with rate effect and load cycles. I: General formulation.” J. Mat. in Civ. Engrg., ASCE, 7(3), 372–393.
10.
Karsan, D., and Jirsa, J. O. (1969). “Behavior of concrete under compressive loadings.” J. Struct. Div., ASCE, 95(12), 2543–2563.
11.
Ožbolt, J., and Bažant, Z. P. (1991). “Cyclic microplane model for concrete.” Proc. Int. RILEM/ESIS Conf. on fracture processes in brittle disordered materials: concrete, rock, ceramics, Chapman & Hall, London, England, 639–650.
12.
Reinhardt, H. W., and Cornelissen, H. A. W. (1984). “Post‐peak cyclic behaviour of concrete in uniaxial tensile and alternating tensile and compressive loading.” Cement and Concrete Res., 14(2), 263–270.
13.
van Mier, J. G. M. (1984). “Strain‐softening of concrete under multiaxial loading conditions,” PhD thesis, Eindhoven University of Technology, Eindhoven, The Netherlands.
14.
Willam, K., Hurlbut, B., and Sture, S. (1986). “Experimental and constitutive aspects of concrete failure.” Finite element analysis of reinforced concrete structures, C. Meyer and H. Okamura, eds., ASCE, New York, N.Y., 226–254.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 5Issue 3August 1993
Pages: 394 - 410

History

Received: Sep 23, 1991
Published online: Aug 1, 1993
Published in print: Aug 1993

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Authors

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Toshiaki Hasegawa
Struct. Res. Engr., Shimizu Corp., 3‐4‐17 Etchujima, Koto‐ku, Tokyo 135, Japan
Zdeněk P. Bažant, Fellow, ASCE
Walter P. Murphy Prof. of Civ. Engrg., Northwestern Univ., 2145 Sheridan Rd., Evanston, IL 60208‐3109

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