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Volumn 122, Issue 1, 1996, Pages 2-10

Is no-tension design of concrete or rock structures always safe? - Fracture analysis

Author keywords

[No Author keywords available]

Indexed keywords

ACCIDENT PREVENTION; CALCULATIONS; COMPRESSIVE STRENGTH; CONCRETE CONSTRUCTION; CRACKS; ELASTOPLASTICITY; FINITE ELEMENT METHOD; FRACTURE; FRACTURE MECHANICS; ROCKS; TENSILE STRENGTH; YIELD STRESS;

EID: 0029677633     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:1(2)     Document Type: Article
Times cited : (33)

References (27)
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    • Bažant, Z.P.1
  • 2
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    • A critical appraisal of 'no-tension' dam design: A fracture mechanics viewpoint
    • Bažant, Z. P. (1990). "A critical appraisal of 'no-tension' dam design: a fracture mechanics viewpoint." Dam Engrg., 1(4), 237-247.
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    • Bažant, Z.P.1
  • 3
    • 5544242127 scopus 로고
    • Errata of 'a critical appraisal of "no-tension" dam design: A fracture mechanics viewpoint.'
    • Bažant, Z. P. (1990). "Errata of 'a critical appraisal of "no-tension" dam design: a fracture mechanics viewpoint.'" Dam Engrg., 2(2).
    • (1990) Dam Engrg. , vol.2 , Issue.2
    • Bažant, Z.P.1
  • 4
    • 5544299852 scopus 로고
    • Recent advances in fracture mechanics, size effect and rate dependence of concrete: Implication for dams
    • A. A. Balkema, Rotterdam, The Netherlands
    • Bažant, Z. P. (1994). "Recent advances in fracture mechanics, size effect and rate dependence of concrete: implication for dams." Proc., Int. Workshop on Dam Fracture and Damage, A. A. Balkema, Rotterdam, The Netherlands, 41-54.
    • (1994) Proc., Int. Workshop on Dam Fracture and Damage , pp. 41-54
    • Bažant, Z.P.1
  • 6
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    • Bažant, Z. P., and Kazemi, M. T. (1990). "Size effect in fracture of ceramics and its use to determine fracture energy and effective process zone length." J. Am. Ceramic Soc., 73(7), 1841-1853.
    • (1990) J. Am. Ceramic Soc. , vol.73 , Issue.7 , pp. 1841-1853
    • Bažant, Z.P.1    Kazemi, M.T.2
  • 7
    • 5544299851 scopus 로고
    • Rate and size effect in concrete fracture: Implications for dams
    • Publ. 95-7491, V. Saouma, R. Dungar, and D. Morris, eds., Electric Power Res. Inst., Palo Alto, Calif.
    • Bažant, Z. P., He, S., Plesha, M. E., and Rowlands, R. E. (1991). "Rate and size effect in concrete fracture: implications for dams." Proc., Int. Conf. on Dam Fracture; Publ. 95-7491, V. Saouma, R. Dungar, and D. Morris, eds., Electric Power Res. Inst., Palo Alto, Calif., 413-425.
    • (1991) Proc., Int. Conf. on Dam Fracture , pp. 413-425
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  • 11
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    • U.S. Dept. of the Interior, Denver, Colo.
    • Bureau of Reclamation (BuRec). (1987). Design of small dams, U.S. Dept. of the Interior, Denver, Colo.
    • (1987) Design of Small Dams
  • 13
    • 0008100826 scopus 로고
    • Is no-tension dam design always safe?
    • Gioia, G., Bažant, Z. P., and Pohl, B. (1992). "Is no-tension dam design always safe?" Dam Engrg., 3(1), 23-34.
    • (1992) Dam Engrg. , vol.3 , Issue.1 , pp. 23-34
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  • 14
    • 5544299850 scopus 로고
    • Closure to 'Is no-tension dam design always safe?'
    • Gioia, G., Bažant, Z. P., and Pohl, B. (1992). "Closure to 'Is no-tension dam design always safe?'" Dam Engrg., 4(1), 59.
    • (1992) Dam Engrg. , vol.4 , Issue.1 , pp. 59
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  • 15
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    • (1964) Rep. NASA TN D-2395
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  • 16
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    • He, S., Plesha, M. E., Rowlands, R. E., and Bažant, Z. P. (1992). "Fracture energy tests of dam concrete with rate and size effects." Dam Engrg., 3(2), 139-159.
    • (1992) Dam Engrg. , vol.3 , Issue.2 , pp. 139-159
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  • 20
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    • Ottosen, N.S.1
  • 23
    • 0039520204 scopus 로고
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  • 25
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  • 26
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    • Waterways Experiment Station (WES). (1983). "Design of gravity dams on rock foundations: sliding stability assessment by limit equilibrium and selection of shear strength parameters." Tech. Rep. GL-83-13, U.S. Army Corps of Engrs., Vicksburg, Miss.
    • (1983) Tech. Rep. GL-83-13


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.