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Volumn 26, Issue 8, 2005, Pages 790-793

Numerical simulation of fracture process of concrete under dynamic impact

Author keywords

Beam particle mode; Concrete; Dynamic impact; Numerical simulation; Penetration; Stress wave

Indexed keywords

COMPUTER SIMULATION; EXPERIMENTS; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; STRESSES; TWO DIMENSIONAL; WAVE PROPAGATION;

EID: 24344508815     PISSN: 10053026     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (6)

References (10)
  • 1
    • 0016902085 scopus 로고
    • A review of procedures for the analysis and design of concrete structures to resist missile impact effects
    • Kennedy R P. A review of procedures for the analysis and design of concrete structures to resist missile impact effects[J]. Nucl Eng Des, 1976, 37: 183-203.
    • (1976) Nucl Eng Des , vol.37 , pp. 183-203
    • Kennedy, R.P.1
  • 2
    • 0023566298 scopus 로고
    • Penetration into semi-infinite reinforced-concrete targets with spherical and ogival nose projectiles
    • Luk V K, Forrestal M J. Penetration into semi-infinite reinforced-concrete targets with spherical and ogival nose projectiles[J]. International Journal of Impact Engineering, 1987, 16(4): 291-301.
    • (1987) International Journal of Impact Engineering , vol.16 , Issue.4 , pp. 291-301
    • Luk, V.K.1    Forrestal, M.J.2
  • 3
    • 0037210576 scopus 로고    scopus 로고
    • Modeling of structures subjected to impact: Concrete behaviour under high strain rate
    • Georgin J F, Reynouard J M. Modeling of structures subjected to impact: concrete behaviour under high strain rate[J]. Cement and Concrete Composites, 2003, 25(1): 131-143.
    • (2003) Cement and Concrete Composites , vol.25 , Issue.1 , pp. 131-143
    • Georgin, J.F.1    Reynouard, J.M.2
  • 4
    • 0007354364 scopus 로고
    • A computational constitutive model for concrete subjected to large strains, high strain rates and high pressures
    • Quebec: Murphy Michael J
    • Holmqust T J, Johnson G R, Cook W H. A computational constitutive model for concrete subjected to large strains, high strain rates and high pressures[A]. Proceedings of the 14th International Symposium on Ballistics[C]. Quebec: Murphy Michael J, 1993.591-600.
    • (1993) Proceedings of the 14th International Symposium on Ballistics , pp. 591-600
    • Holmqust, T.J.1    Johnson, G.R.2    Cook, W.H.3
  • 5
    • 0032136851 scopus 로고    scopus 로고
    • A study on testing for concrete-like materials under compressive impact loading
    • Zhao H. A study on testing for concrete-like materials under compressive impact loading[J]. Cement and Concrete Composites, 1998, 20: 293-299.
    • (1998) Cement and Concrete Composites , vol.20 , pp. 293-299
    • Zhao, H.1
  • 6
    • 0033766086 scopus 로고    scopus 로고
    • Numerical study of rock and concrete behaviour by discrete element modeling
    • Camborde F, Mariotti C, Donzé F V. Numerical study of rock and concrete behaviour by discrete element modeling[J]. Computers and Geotechnics, 2000, 27(4): 225-247.
    • (2000) Computers and Geotechnics , vol.27 , Issue.4 , pp. 225-247
    • Camborde, F.1    Mariotti, C.2    Donzé, F.V.3
  • 10
    • 0026631912 scopus 로고
    • Perforation of concrete slabs with 48 MPa and 140 MPa unconfined compressive strengths
    • Hanchak S J, Forrestal M J, Young K R, et al. Perforation of concrete slabs with 48 MPa and 140 MPa unconfined compressive strengths[J]. International Journal of Impact Engineering, 1992, 12(1): 1-7.
    • (1992) International Journal of Impact Engineering , vol.12 , Issue.1 , pp. 1-7
    • Hanchak, S.J.1    Forrestal, M.J.2    Young, K.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.