DOI: 10.1061/(asce)0733-9399(1996)122:5(458). Zero-Brittleness Size-Effect Method for One-Size Fracture Test of Concrete

Zero-Brittleness Size-Effect Method for One-Size Fracture Test of Concrete

10.1061/(asce)0733-9399(1996)122:5(458)

Crossref journal-article

American Society of Civil Engineers (ASCE)

Journal of Engineering Mechanics (30)

Bibliography

BaÅ¾ant, Z. P., & Li, Z. (1996). Zero-Brittleness Size-Effect Method for One-Size Fracture Test of Concrete. Journal of Engineering Mechanics, 122(5), 458â468.

Authors 2

Zdeněk P. Bažant (first)
Zhengzhi Li (additional)

References 28 Referenced 48

ACI Committee 446. (1992). “State-of-art-report on fracture mechanics of concrete: Concepts models and determination of material properties.” Fracture mechanics of concrete structure Z. P. Bažant ed. Elsevier Applied Science London U.K. 4–144.
Ang A. H-S. and Tang W. H. (1975). Probability concepts in engineering planning and design. John Wiley & Sons Inc. New York N.Y.
ASTM. (1994). “Practice for making and curing concrete test specimens in field.” Annual book of ASTM standards Vol. 04.02 Concrete and Aggregates C31-91 7–9.
10.1061/(ASCE)0733-9399(1984)110:4(518)
Bažant Z. P. (1987). “Fracture energy of heterogeneous material and similitude.” Preprints SEM-RILEM Int. Conf. on Fracture of Concrete and Rock (Houston Tex. June 1987) S. P. Shah and S. E. Swartz eds. Soc. for Exper. Mech. (SEM) 390–402.
10.1061/(ASCE)0733-9445(1994)120:8(2555)
Bažant Z. P. (1994b). “Is size effect caused by fractal nature of crack surfaces?” Rep. 94-10/C402i Dept. of Civ. Engrg. Northwestern Univ. Evanston Ill.
Bažant Z. P. (1995). “Scaling theories for quasibrittle fracture: recent advances and new directions.” Proc. 2nd Int. Conf. on Fracture Mech. of Concrete and Concrete Struct.; FraMCoS2 (ETH Zürich Switzerland) F. H. Wittmann ed. Aedificatio Publishers Freiburg Germany 515–534.
Bažant Z. P. and Cedolin L. (1991). Stability of structures: Elastic inelastic fracture and damage theories Oxford University Press New York N.Y.
Bažant Z. P. and Gettu R. (1992). “Rate effects and load relaxation in static fracture of concrete.” ACI Mat. J. 89-M49 Sept. 456–467. (10.14359/2400)
10.1016/0148-9062(91)93232-U
10.1007/BF00047063
10.1061/(ASCE)0733-9445(1995)121:4(739)
Bažant Z. P. Li Z. and Li Y.-N. (1994). “Brittle-plastic size effect method of measuring fracture properties of concrete or rock.” Rep . Dept. of Civ. Engrg. Northwestern Univ. Evanston Ill.
{'issue': '6', 'key': 'e_1_2_1_15_2', 'first-page': '463', 'article-title': 'Determination of fracture energy from size effect and brittleness number.', 'volume': '84', 'author': 'Bažant Z. P.', 'year': '1987', 'journal-title': 'ACI Mat. J.'} / ACI Mat. J. / Determination of fracture energy from size effect and brittleness number. by Bažant Z. P. (1987)
Benjamin J. R. and Cornell C. A. (1970). Probability statistics and decision for civil engineers. McGraw-Hill Book Co. New York N.Y.
Broek D. (1988). The practical use of fracture mechanics . Kluwer Academic Publishers Dordrecht The Netherlands.
Crow E. L. Davis F. A. and Maxfield M. W. (1960). Statistics manual. Dover New York N.Y.
Elishakoff I. (1983). Probability method in the theory of structures . John Wiley & Sons Inc. New York N.Y.
Gettu R. Bažant Z. P. and Karr M. E. (1990). “Fracture properties and brittleness of high strength concrete.” ACI Mat. J. 87-M66 Nov. 608–618. (10.14359/2513)
Hillerborg A. (1985). “Results of three comparative test series for determining the fracture energy G f of concrete.” Mat. and Struct. Paris France 18(107) 407–413. (10.1007/BF02472416)
10.1061/(ASCE)0733-9399(1985)111:10(1227)
Kanninen M. F. and Popelar C. H. (1985). Advanced fracture mechanics. Oxford University Press New York N.Y.
Planas J. and Elices M. (1989). “Size effect in concrete structures: Mathematical approximations and experimental validation.” Cracking and damage: Strain localization and size effect J. Mazars and Z. P. Bažant eds. Elsevier London U.K. 462–476.
{'key': 'e_1_2_1_25_2', 'first-page': '461', 'article-title': 'Size effect method for determining fracture energy and process zone of concrete.', 'volume': '23', 'author': 'RILEM Recommendation.', 'year': '1990', 'journal-title': 'Mat. and Struct., Paris, France'} / Mat. and Struct., Paris, France / Size effect method for determining fracture energy and process zone of concrete. by RILEM Recommendation. (1990)
Tada H. Paris P. and Irwin G. (1985). The stress analysis of cracks handbook 2nd Ed. Paris Productions Inc. Mo.
Tang T. Bažant Z. Yang S. and Zollinger D. (1995). “Variable-notch one-size test method for fracture energy and process zone length.” Engrg. Fracture Mech. (10.1016/0013-7944(96)00030-6)
{'key': 'e_1_2_1_28_2', 'first-page': '210', 'article-title': 'Unstable crack propagation in metals-cleavage and fast fracture.', 'volume': '1', 'author': 'Wells A. A.', 'year': '1961', 'journal-title': 'Symp. on Crack Propagation, Cranfield, U.K.'} / Symp. on Crack Propagation, Cranfield, U.K. / Unstable crack propagation in metals-cleavage and fast fracture. by Wells A. A. (1961)

Dates

Type	When
Created	23 years, 1 month ago (July 26, 2002, 7:53 a.m.)
Deposited	3 years, 2 months ago (June 8, 2022, 7:43 p.m.)
Indexed	3 weeks, 3 days ago (Aug. 6, 2025, 8:47 a.m.)
Issued	29 years, 3 months ago (May 1, 1996)
Published	29 years, 3 months ago (May 1, 1996)
Published Print	29 years, 3 months ago (May 1, 1996)

Funders 0

None

BibTeX

@article{Ba_ant_1996, title={Zero-Brittleness Size-Effect Method for One-Size Fracture Test of Concrete}, volume={122}, ISSN={1943-7889}, url={http://dx.doi.org/10.1061/(asce)0733-9399(1996)122:5(458)}, DOI={10.1061/(asce)0733-9399(1996)122:5(458)}, number={5}, journal={Journal of Engineering Mechanics}, publisher={American Society of Civil Engineers (ASCE)}, author={Bažant, Zdeněk P. and Li, Zhengzhi}, year={1996}, month=may, pages={458–468} }

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