New thermoplastic carbon fiber reinforced polymer rebars and stirrups

被引:11
作者
Apitz, Andreas [1 ]
Schmitz, Jonas
Huckler, Alex [2 ]
Schlaich, Mike [2 ]
机构
[1] Brtickenkopfe GmbH, Schwerin, Germany
[2] Tech Univ Berlin, Dept Conceptual & Struct Design, Berlin, Germany
关键词
carbon; carbon fiber reinforced polymer; CFRP; rebars; reinforcement; stirrups; thermoplastic; CONCRETE; BOND; BEHAVIOR; BARS;
D O I
10.1002/suco.202100434
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Attributed to its extraordinary strength and durability, the future of reinforcing and prestressing material in reinforced cement concrete (RCC) structures most likely belongs to carbon fiber reinforced polymer (CFRP). However, CFRPs are rarely employed in real structures till now, since the technology to manufacture CFRP rebars and stirrups is still evolving. This is especially applicable for manufacturing of rebars with surface profiles (ribs) and bent sections for stirrups. Unlike thermoset polymers, thermoplastic polymers are highly viscous prior to curing and can be melted and cured again. This creates possibilities for the production technology as well as recyclability. In this paper, new thermoplastic CFRP rebars and stirrups are introduced, which are manufactured in a novel way. The rips are engraved directly after pultrusion and the stirrups are thermoformed out of a straight and already profiled bar. A holistic approach is applied, which enables to evaluate the mechanical overall performance and to compare it with existing products in a reasonable way. This requires the introduction of new parameters, for example the fiber utilization rate. The novel CFRP reinforcement is investigated through tensile tests on bars and stirrups as well as bond tests. The bond performance is quite similar to existing products. Especially while considering how efficient the fibers are utilized in the CFRP bar, the tensile performance and the quality of the stirrups is excellent.
引用
收藏
页码:923 / 938
页数:16
相关论文
共 52 条
[1]   Bond behavior of fiber reinforced polymer bars under direct pullout conditions [J].
Achillides, Z ;
Pilakoutas, K .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2004, 8 (02) :173-181
[2]  
ACI Committee, 2006, GUID DES CONSTR CONC
[3]  
ACI Committee, 2012, 4403R04 ACI COMM
[4]  
ACI Committee 440, 2004, PRESTR CONCR STRUCT
[5]   Bend Strength of FRP Stirrups: Comparison and Evaluation of Testing Methods [J].
Ahmed, Ehab A. ;
El-Sayed, Ahmed K. ;
El-Salakawy, Ehab ;
Benmokrane, Brahim .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2010, 14 (01) :3-10
[6]  
[Anonymous], 2011, ASTM GEOTECHNICAL TE, P1, DOI [DOI 10.1520/D3080-04, 10.1520/D0559-03, DOI 10.1520/D0559-03]
[7]  
[Anonymous], 2007, B INT FEDERATION STR, V40
[8]  
[Anonymous], 2014, Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures, DOI [DOI 10.1520/D7012-14E01, 10.1520/D7012-14E01]
[9]  
Apitz A., 2020, Vorgespannter Carbonbeton im Bruckenbau-Beitrag zum werkstoffgerechten Entwerfen und Bemessen
[10]   Energy-Efficient Carbon Fiber Production with Concentrated Solar Power: Process Design and Techno-economic Analysis [J].
Arnold, Uwe ;
De Palmenaer, Andreas ;
Brueck, Thomas ;
Kuse, Kolja .
INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2018, 57 (23) :7934-7945