Uniaxial compression performance and stress-strain constitutive model of the aluminate cement-based UHPC after high temperature

被引:41
作者
Tang, Jiyu [1 ]
Ma, Wei [1 ]
Pang, Yuyang [1 ]
Fan, Jianchao [1 ]
Liu, Dongxu [2 ]
Zhao, Liangping [3 ]
Sheikh, Shamim Ahmed [4 ]
机构
[1] Zhengzhou Univ, Sch Civil Engn, Zhengzhou 450001, Henan, Peoples R China
[2] Henan Prov Commun Planning & Design Inst Co Ltd, Zhengzhou, Peoples R China
[3] Henan Inst Engn, Sch Civil Engn, Zhengzhou, Peoples R China
[4] Univ Toronto, Dept Civil & Mineral Engn, Toronto, ON, Canada
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Aluminate cement; High temperature; Uniaxial compression; Stress-strain curve; Constitutive model; HIGH-STRENGTH CONCRETE; MECHANICAL-PROPERTIES; RESIDUAL STRENGTH; BEHAVIOR; COMPOSITES; RESISTANCE; EXPOSURE;
D O I
10.1016/j.conbuildmat.2021.125173
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, a total of 72 prism specimens were manufactured to investigate the steel fiber volume fraction and exposure temperature on the uniaxial compression performance of the aluminate cement-based ultra-high performance concrete (A-UHPC). The main uniaxial compression performances of the A-UHPC after high temperature were examined, including the apparent characteristic, mass loss, failure mode, compressive strength, peak strain, initial elastic modulus and compressive stress-strain curve. As the exposure temperature increased, the failure mode of the non-fiber specimen showed a trend of transition from brittleness to ductility, the uniaxial compressive strength first increased and then decreased and the peak strain gradually increased. However, the initial elastic modulus continued to decrease. Subsequently, the calculation formulas of the uniaxial compressive strength, peak strain and elastic modulus considering the influence of temperature were proposed through regression analysis, and the uniaxial compression stress-strain constitutive model of the A-UHPC with 3% volume steel fiber was established and verified. Finally, the deterioration mechanism of the A-UHPC after high temperature was revealed by SEM for microscopic phase tests.
引用
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页数:15
相关论文
共 34 条
[1]   Explosive spalling of high-strength concrete columns in fire [J].
Ali, FA ;
O'Connor, D ;
Abu-Tair, A .
MAGAZINE OF CONCRETE RESEARCH, 2001, 53 (03) :197-204
[2]  
[Anonymous], 1999, GBT176711999
[3]   EFFECT OF HIGH TEMPERATURES ON CEMENT COMPOSITE MATERIALS IN CONCRETE STRUCTURES [J].
Bodnarova, Lenka ;
Valek, Jaroslav ;
Sitek, Libor ;
Foldyna, Josef .
ACTA GEODYNAMICA ET GEOMATERIALIA, 2013, 10 (02) :173-180
[4]   Effect of curing time on the properties of CAC bonded refractory castables [J].
Cardoso, FA ;
Innocentini, MDM ;
Akiyoshi, MM ;
Pandolfelli, VC .
JOURNAL OF THE EUROPEAN CERAMIC SOCIETY, 2004, 24 (07) :2073-2078
[5]   Residual strength and pore structure of high-strength concrete and normal strength concrete after exposure to high temperatures [J].
Chan, YN ;
Peng, GF ;
Anson, M .
CEMENT & CONCRETE COMPOSITES, 1999, 21 (01) :23-27
[6]   Evaluation of the mechanical properties of 200 MPa ultra-high-strength concrete at elevated temperatures and residual strength of column [J].
Choe, Gyeongcheol ;
Kim, Gyuyong ;
Gucunski, Nenad ;
Lee, Seonghun .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 86 :159-168
[7]  
Fan J.C., 2021, STUDY COMPRESSIVE PR
[8]  
Guo Z.H., 2004, CONCRETE STRENGTH CO
[9]   Performance of spalling resistance of high performance concrete with polypropylene fiber contents and lateral confinement [J].
Han, CG ;
Hwang, YS ;
Yang, SH ;
Gowripalan, N .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (09) :1747-1753
[10]   Effect of pre-setting pressure applied to mechanical behaviours of reactive powder concrete during setting phase [J].
Ipek, Metin ;
Yilmaz, Kemalettin ;
Sumer, Mansur ;
Saribiyik, Mehmet .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (01) :61-68