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Volumn , Issue , 2010, Pages 53-58

Size-effect in high performance concrete road pavement materials

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE ROAD PAVEMENTS; DESIGN PARAMETERS; EMBEDDED DISCONTINUITY; FRACTURE MECHANICS PARAMETERS; HIGH-PERFORMANCE FIBRES; MATERIAL PROPERTY; NUMERICAL MODELLING; PAVEMENT SYSTEMS; SIZE EFFECTS; ULTIMATE STRENGTH;

EID: 79957651646     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (7)

References (14)
  • 2
    • 51249167417 scopus 로고
    • Measurement of the fracture energy using three-point bend tests Part 3-Influence of cutting the P-u tail.pdf
    • Elices, M., Guinea, G.V. and Planas, J. (1992) 'Measurement of the fracture energy using three-point bend tests Part 3-Influence of cutting the P-u tail.pdf', Materials and Structures, 25, pp. 327-334.
    • (1992) Materials and Structures , vol.25 , pp. 327-334
    • Elices, M.1    Guinea, G.V.2    Planas, J.3
  • 4
    • 0004725612 scopus 로고
    • Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
    • Hillerborg, A., Modeer, M. and Petersson, P.E. (1976) 'Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements', Cement and Concrete. Research, 6.
    • (1976) Cement and Concrete. Research , vol.6
    • Hillerborg, A.1    Modeer, M.2    Petersson, P.E.3
  • 6
    • 85115243338 scopus 로고
    • Cumulative damage in fatigue
    • Miner, A. (1945) 'Cumulative damage in fatigue', Journal of Applied Mechanics, 12, pp. A159-164.
    • (1945) Journal of Applied Mechanics , vol.12
    • Miner, A.1
  • 8
    • 33746584321 scopus 로고    scopus 로고
    • Nonlinear fracture mechanics and plasticity of the split cylinder test
    • Olesen, J.F. and Stang, H. (2006) 'Nonlinear fracture mechanics and plasticity of the split cylinder test', Materials and Structures, 39(4), pp. 421-432.
    • (2006) Materials and Structures , vol.39 , Issue.4 , pp. 421-432
    • Olesen, J.F.1    Stang, H.2
  • 9
    • 13944267672 scopus 로고    scopus 로고
    • OpenSees, Berkeley, Pacific Earthquake Engineering Research Center, University of California
    • OpenSees (2008) Open System for Earthquake Engineering Simulation v1. 7.5, Berkeley, Pacific Earthquake Engineering Research Center, University of California.
    • (2008) Open System for Earthquake Engineering Simulation v1. 7.5
  • 10
    • 0001923666 scopus 로고
    • The effect of dimensions of test specimens on the flexural strength of concrete
    • Reagel, F.V. and Willis, T.F. (1931) 'The effect of dimensions of test specimens on the flexural strength of concrete', Public roads, 12, pp. 37-46.
    • (1931) Public Roads , vol.12 , pp. 37-46
    • Reagel, F.V.1    Willis, T.F.2
  • 11
    • 0032653816 scopus 로고    scopus 로고
    • Size effect and boundary conditions in the Brazilian test: Experimental verification
    • Rocco, C, Guinea, G.V., Planas, Jaime and Elices, M. (1999) 'Size effect and boundary conditions in the Brazilian test: Experimental verification', Materials and Structures, 32, pp. 210-217.
    • (1999) Materials and Structures , vol.32 , pp. 210-217
    • Rocco, C.1    Guinea, G.V.2    Planas, J.3    Elices, M.4
  • 13
    • 84859899609 scopus 로고    scopus 로고
    • Updating cncPave: Inclusion of ultra thin continuously reinforced concrete pavement (UTCRCP) in the mechanistic, empirical and risk based concrete pavement design method
    • Midrand, South Africa
    • Strauss, P.J., Slavik, M., Kannemeyer, L. and Perrie, B.D. (2007) 'Updating cncPave: inclusion of ultra thin continuously reinforced concrete pavement (UTCRCP) in the mechanistic, empirical and risk based concrete pavement design method', In International Conference on Concrete Roads, Midrand, South Africa.
    • (2007) International Conference on Concrete Roads
    • Strauss, P.J.1    Slavik, M.2    Kannemeyer, L.3    Perrie, B.D.4
  • 14
    • 84859883600 scopus 로고    scopus 로고
    • Evaluation of an embedded discontinuity method for finite element analysis of hot mix asphalt concrete cracking
    • Washington
    • Wu, R., Denneman, E. and Harvey, J.T. (2009) 'Evaluation of an embedded discontinuity method for finite element analysis of hot mix asphalt concrete cracking', In Transportation Research Board 88th annual meeting 2009, Washington.
    • (2009) Transportation Research Board 88th Annual Meeting 2009
    • Wu, R.1    Denneman, E.2    Harvey, J.T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.