메뉴 건너뛰기




Volumn 21, Issue 2, 2014, Pages 811-816

Deformation behavior of high performance fiber reinforced cementitious composite prepared with asphalt emulsion

Author keywords

asphalt emulsion; deformation behavior; engineered cementitious composite; toughness

Indexed keywords

COMPRESSIVE STRENGTH; DEFORMATION; EMULSIFICATION; FIBERS; HARDENING; MIXTURES; PORTLAND CEMENT; TOUGHNESS;

EID: 84896326417     PISSN: 20952899     EISSN: 21622388     Source Type: Journal    
DOI: 10.1007/s11771-014-2004-6     Document Type: Article
Times cited : (5)

References (23)
  • 1
    • 68949090529 scopus 로고    scopus 로고
    • Simplified inverse method for determining the tensile strain capacity of strain hardening cementitious composites [J]
    • 10.3151/jact.5.235
    • QIAN S Z, LI V C. Simplified inverse method for determining the tensile strain capacity of strain hardening cementitious composites [J]. Journal of Advanced Concrete Technology, 2007, 5(2): 235-246.
    • (2007) Journal of Advanced Concrete Technology , vol.5 , Issue.2 , pp. 235-246
    • Qian, S.Z.1    Li, V.C.2
  • 2
    • 80051612604 scopus 로고    scopus 로고
    • Flexural response of reinforeed concrete beams strengthened with post-poured ultra high toughness cementitious composites layer [J]
    • 10.1007/s11771-011-0783-6
    • WANG Nan, XU Shi-lang. Flexural response of reinforeed concrete beams strengthened with post-poured ultra high toughness cementitious composites layer [J]. Journal of Central South University of Technology, 2011, 18(3): 932-939.
    • (2011) Journal of Central South University of Technology , vol.18 , Issue.3 , pp. 932-939
    • Wang, N.1    Xu, S.-L.2
  • 3
    • 0036767230 scopus 로고    scopus 로고
    • Interface tailoring for strain-hardening polyvinyl alcohol engineered cementitious composite (PVA-ECC) [J]
    • LI V C, WU C, WANG S, OGAWA A, SAITO T. Interface tailoring for strain-hardening polyvinyl alcohol engineered cementitious composite (PVA-ECC) [J]. ACI Materials Journal, 2002, 99(5): 463-472.
    • (2002) ACI Materials Journal , vol.99 , Issue.5 , pp. 463-472
    • Li, V.C.1    Wu, C.2    Wang, S.3    Ogawa, A.4    Saito, T.5
  • 4
  • 5
    • 77954763130 scopus 로고    scopus 로고
    • Development of engineered cementitious composites with limestone powder and blast furnace slag [J]
    • 10.1617/s11527-009-9549-0
    • ZHOU J, QIAN S Z, BELTRAN M G S, YE G, BREUGEL K, LI V C. Development of engineered cementitious composites with limestone powder and blast furnace slag [J]. Materials and Structures, 2009, 43(6): 803-814.
    • (2009) Materials and Structures , vol.43 , Issue.6 , pp. 803-814
    • Zhou, J.1    Qian, S.Z.2    Beltran, M.G.S.3    Ye, G.4    Breugel, K.5    Li, V.C.6
  • 6
    • 14844293083 scopus 로고    scopus 로고
    • Life cycle modeling of concrete bridge design: Comparison of engineered cementitious composite link slabs and conventional steel expansion joints
    • DOI 10.1061/(ASCE)1076-0342(2005)11:1(51), Sustainability of Transportation and Other Infrastructure Systems
    • KEOLEIAN G A, KENDALL A, DETTLING J E, SMITH V M, CHANDLER R F, LEPECH M D, Li V C. Life cycle modeling of concrete bridge design: Comparison of engineered cementitious composite link slabs and conventional steel expansion joints [J]. Journal of Infrastructure Systems, 2005, 11(1): 51-60. (Pubitemid 40345534)
    • (2005) Journal of Infrastructure Systems , vol.11 , Issue.1 , pp. 51-60
    • Keoleian, G.A.1    Kendall, A.2    Dettling, J.E.3    Smith, V.M.4    Chandler, R.F.5    Lepech, M.D.6    Li, V.C.7
  • 7
    • 34250816796 scopus 로고    scopus 로고
    • Tensile and fiber dispersion performance of ECC (engineered cementitious composites) produced with ground granulated blast furnace slag
    • DOI 10.1016/j.cemconres.2007.04.006, PII S0008884607001007
    • KIM J K, KIM J S, HA G J, KIM Y Y. Tensile and fiber dispersion performance of ECC (engineered cementitious composites) produced with ground granulated blast furnace slag [J]. Cement and Concrete Research, 2007, 37: 1096-1105. (Pubitemid 46978335)
    • (2007) Cement and Concrete Research , vol.37 , Issue.7 , pp. 1096-1105
    • Kim, J.-K.1    Kim, J.-S.2    Ha, G.J.3    Kim, Y.Y.4
  • 8
    • 34447552252 scopus 로고    scopus 로고
    • Recent development in slab track [J]
    • ESVELD C. Recent development in slab track [J]. European Railway Review, 2003, 2: 81-85.
    • (2003) European Railway Review , vol.2 , pp. 81-85
    • Esveld, C.1
  • 11
    • 74049122157 scopus 로고    scopus 로고
    • Influence of aggregate type and size on ductility and mechanical properties of engineered cementitious composites [J]
    • ŞAHMARAN M, LACHEMI M, HOSSAIN K M A, RANADE R, LI V C. Influence of aggregate type and size on ductility and mechanical properties of engineered cementitious composites [J]. ACI Materials Journal, 2009, 106(3): 308-316.
    • (2009) ACI Materials Journal , vol.106 , Issue.3 , pp. 308-316
    • Şahmaran, M.1    Lachemi, M.2    Hossain, K.M.A.3    Ranade, R.4    Li, V.C.5
  • 13
    • 67349282143 scopus 로고    scopus 로고
    • Toughness evaluation of steel and polypropylene fibre reinforced concrete beams under bending [J]
    • SUKONTASUKKUL P. Toughness evaluation of steel and polypropylene fibre reinforced concrete beams under bending [J]. Thammasat International Journal of Science and Technology, 2004, 9(3): 35-41.
    • (2004) Thammasat International Journal of Science and Technology , vol.9 , Issue.3 , pp. 35-41
    • Sukontasukkul, P.1
  • 16
    • 0032063911 scopus 로고    scopus 로고
    • Experimental study of cement-asphalt emulsion composite
    • PII S0008884698000386
    • LI G, ZHAO Y, PANG S S, HUANG W. Experimental study of cement-asphalt emulsion composite [J]. Cement and Concrete Research, 1998, 28(5): 635-641. (Pubitemid 128635236)
    • (1998) Cement and Concrete Research , vol.28 , Issue.5 , pp. 635-641
    • Li, G.1    Zhao, Y.2    Pang, S.-S.3    Huang, W.4
  • 18
    • 33845707294 scopus 로고    scopus 로고
    • Practical design criteria for saturated pseudo strain hardening behavior in ECC
    • DOI 10.3151/jact.4.59
    • KANDA T, LI V C. Practical designcriteria for saturated pseudo strain hardening behavior in ECC [J]. Journal of Advanced Concrete Technology, 2006, 4(1): 59-72. (Pubitemid 44964795)
    • (2006) Journal of Advanced Concrete Technology , vol.4 , Issue.1 , pp. 59-72
    • Kanda, T.1    Li, V.C.2
  • 19
    • 0026943526 scopus 로고
    • Steady-state and multiple cracking of short random fiber composites [J]
    • 10.1061/(ASCE)0733-9399(1992)118:11(2246)
    • LI V C, LEUNG C K Y. Steady-state and multiple cracking of short random fiber composites [J]. Journal of Engineering Mechanics, 1992, 118(11): 2246-2264.
    • (1992) Journal of Engineering Mechanics , vol.118 , Issue.11 , pp. 2246-2264
    • Li, V.C.1    Leung, C.K.Y.2
  • 20
    • 0035526411 scopus 로고    scopus 로고
    • Tensile Strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC) [J]
    • LI V C, WANG S, WU C. Tensile Strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC) [J]. ACI Materials Journal, 2001, 98(6): 483-492.
    • (2001) ACI Materials Journal , vol.98 , Issue.6 , pp. 483-492
    • Li, V.C.1    Wang, S.2    Wu, C.3
  • 22
    • 34250328384 scopus 로고    scopus 로고
    • Engineered cementitious composites with high-volume fly ash
    • WANG S, LI V C. Engineered cementitious composites with high-volume fly ash [J]. ACI Materials Journal, 2007, 104(3): 233-241. (Pubitemid 46925774)
    • (2007) ACI Materials Journal , vol.104 , Issue.3 , pp. 233-241
    • Wang, S.1    Li, V.C.2
  • 23
    • 45749137572 scopus 로고    scopus 로고
    • Correlation among fresh state behavior, fiber dispersion, and toughness properties of SFRCs
    • DOI 10.1061/(ASCE)0899-1561(2008)20:7(493)
    • FERRARA L, PARK Y D, SHAH S P. Correlation among fresh state behavior, fiber dispersion, and toughness properties of SFRCs [J]. Journal of Materials in Civil Engineering, 2008, 20(7): 493-501. (Pubitemid 351865516)
    • (2008) Journal of Materials in Civil Engineering , vol.20 , Issue.7 , pp. 493-501
    • Ferrara, L.1    Park, Y.-D.2    Shah, S.P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.