Lightweight ultra-high-performance concrete (UHPC) with expanded glass aggregate: Development, characterization, and life-cycle assessment

被引:50
|
作者
Guo, Pengwei [1 ]
Meng, Weina [1 ]
Du, Jiang [1 ]
Stevenson, Lily [1 ]
Han, Baoguo [2 ]
Bao, Yi [1 ]
机构
[1] Stevens Inst Technol, Dept Civil Environm & Ocean Engn, Hoboken, NJ 07030 USA
[2] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
基金
美国国家科学基金会;
关键词
Ultra-high-performance concrete (UHPC); Expanded glass; Glass microsphere; Internal curing; Lightweight; Polyethylene fiber; MECHANICAL-PROPERTIES; CEMENTITIOUS COMPOSITES; FLEXURAL PERFORMANCE; HIGH-STRENGTH; MICROSPHERES; DESIGN;
D O I
10.1016/j.conbuildmat.2023.130441
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ultra-high-performance concrete (UHPC) has high mechanical strengths and durability, but its density and carbon footprint are usually high. This paper developed a lightweight UHPC with low cost, low carbon footprint, low energy consumption, low thermal conductivity, and high ductility, by using three types of lightweight in-gredients: hollow glass microsphere (460 kg/m3), expanded glass aggregate (800 kg/m3), and polyethylene fi-bers (970 kg/m3). Underlying mechanisms were investigated through thermogravimetry, X-ray diffraction, and mercury intrusion porosimetry analyses. Results showed that the hollow glass microsphere reduced the thermal conductivity of concrete; the expanded glass aggregate mitigated shrinkage while enhancing compressive strengths and flexural properties of concrete through internal curing; and the polyethylene fibers promoted multiple cracks, increasing ductility and toughness of concrete. With 20 % hollow glass microsphere, 1.5 % polyethylene fiber, and 25 % expanded glass, UHPC mixtures were developed to achieve high compressive strength (>127 MPa) and high flexural strength (>21 MPa), while reducing the density by 20 % and carbon footprint by 16 % as well as embodied energy by 27 %.
引用
收藏
页数:14
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