Identifying the bond and abrasion behavior of alkali activated concretes by central composite design method

被引:15
作者
Balcikanli, Muzeyyen [1 ]
Turker, Hakan Tacettin [1 ]
Ozbay, Erdogan [1 ]
Karahan, Okan [2 ]
Atis, Cengiz Duran [2 ]
机构
[1] Iskenderun Tech Univ, Dept Civil Engn, Iskenderun, Turkey
[2] Erciyes Univ, Dept Civil Engn, Kayseri, Turkey
关键词
Bond behavior; Abrasion resistance; Alkali activated concrete; Central composite design; Statistical analysis; FLY-ASH; SLAG CONCRETE; ENGINEERING PROPERTIES; STRENGTH; PERFORMANCE; RESISTANCE; PARAMETERS; CORROSION; ANCHOR; PASTES;
D O I
10.1016/j.conbuildmat.2016.10.034
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, bond strength and abrasion resistance of alkali activated concretes (AAC) were examined experimentally by using the central composite design (CCD) method. AAC were designed and produced considering the sodium concentration (SC), silicate modules (SM), curing temperature (CT) and exposed curing time (ECT) as the CCD's independent parameters. Twenty-one AAC mixtures were established depend on the various combinations of independent parameters in CCD at 95% confidence level. Effects of each independent parameter on the dependent parameters were statistically analyzed using experimental measurements and best possible combination of the independent parameters were defined for the maximization of the compressive strength, split tensile strength, UPV and bond behavior of AAC and for the minimization of abrasion value of AAC by solving the multi-objective optimization problems which is generated using the proposed regression models for the dependent parameters. Test results demonstrate that all studied independent parameters have the noteworthy effect on the properties of AAC statistically; however, the most effective independent parameter is SC. The optimum values of the parameters studied were defined as CT of 66 degrees C, ECT of 14.76 h, SC of 5.72% and SM of 1.0 for the defined multi-objective optimization problem. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:196 / 209
页数:14
相关论文
共 54 条
  • [1] ALSULAIMANI GJ, 1990, ACI STRUCT J, V87, P220
  • [2] [Anonymous], 2001, Annual Book of ASTM Standards, V4.08
  • [3] [Anonymous], 2014, 13 RILEM, DOI 10.1007/978-94-007-7672-2
  • [4] [Anonymous], 2004, C39 ASTM
  • [5] Mechanical and microstructural properties of heat cured alkali-activated slag mortars
    Aydin, Serdar
    Baradan, Bulent
    [J]. MATERIALS & DESIGN, 2012, 35 : 374 - 383
  • [6] Optimum design of alkali activated slag concretes for the low oxygen/chloride ion permeability and thermal conductivity
    Balcikanli, Mtizeyyen
    Ozbay, Erdogan
    [J]. COMPOSITES PART B-ENGINEERING, 2016, 91 : 243 - 256
  • [7] Bond strength of chemical anchor in high-strength concrete
    Barnat, J.
    Bajer, M.
    Vyhnankova, M.
    [J]. STEEL STRUCTURES AND BRIDGES 2012 - 23RD CZECH AND SLOVAK INTERNATIONAL CONFERENCE, 2012, 40 : 38 - 43
  • [8] Bungery J.H., 1980, NDT INT, P296
  • [9] Bond strength between blended slag and Class F fly ash geopolymer concrete with steel reinforcement
    Castel, Arnaud
    Foster, Stephen J.
    [J]. CEMENT AND CONCRETE RESEARCH, 2015, 72 : 48 - 53
  • [10] Chana P., 2011, P FUT CEM C EXH LOND, P1