Mechanical behavior of cylindrical GFRP chimney liners subjected to axial tension

被引:7
作者
Cheng, Shi [1 ,2 ]
Feng, Peng [2 ]
Li, Zhiyuan [2 ]
Du, Jike [3 ]
机构
[1] China Coal Technol & Engn Grp, Beijing 100013, Peoples R China
[2] Tsinghua Univ, Dept Civil Engn, China Educ Minist, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China
[3] Northwest Elect Power Design Inst Co Ltd, Xian 710075, Shaanxi, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
GFRP chimney liner; Thin-walled structure; Temperature-dependent; Size-dependent; Large-scaled test; FLUE-GAS DESULFURIZATION; FRP COMPOSITES; PERFORMANCE; STRENGTH; CFRP;
D O I
10.1016/j.compositesb.2019.107411
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The large diameter filament-wound glass fiber reinforced polymer (GFRP) tube as the chimney liner is a pivotal anti-corrosion structure in the wet flue gas desulfurization system. Fourteen GFRP specimens with a larger size (3000 mm x 1100 mm x 5.6 mm) and twenty GFRP specimens with a smaller size (350 mm x 25 mm x 5.6 mm) have been investigated by tensile tests. All specimens were cut from two GFRP chimney liner specimens, which were fabricated with the scaled-down ratio of 3:1 (practical to experimental) according to the standard guide for design of GFRP chimney liners for coal-fired units. Among the fourteen larger specimens, seven specimens were cut into two segments and then jointed by the hand-wound technique at the middle height of the specimens, while the other seven larger specimens and twenty smaller specimens were integrated. All specimens were subjected to axial tension at four different temperatures, including the ambient temperature (approximately 30 degrees C), 60 degrees C, 90 degrees C, and 120 degrees C. Based on the tests, the failure modes and tensile load-displacement relationships were determined. The temperature-dependency and size-dependency of the tensile strength, tensile strain, and elastic modulus were analyzed. Moreover, the comparisons between integrated and jointed specimens were examined. Finally, a modeling method for the tensile mechanical properties of composites under elevated temperatures was proposed for GFRP chimney liner design.
引用
收藏
页数:15
相关论文
共 35 条
[1]  
[Anonymous], 2014, D536414 ASTM
[2]  
[Anonymous], 2005, GBT14472005
[3]  
[Anonymous], 2005, 145012005 GBT
[4]   Modeling of Strength Degradation for Fiber-reinforced Polymer Composites in Fire [J].
Bai, Yu ;
Keller, Thomas .
JOURNAL OF COMPOSITE MATERIALS, 2009, 43 (21) :2371-2385
[5]   Modeling of mechanical response of FRP composites in fire [J].
Bai, Yu ;
Keller, Thomas .
COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2009, 40 (6-7) :731-738
[6]   Modeling of stiffness of FRP composites under elevated and high temperatures [J].
Bai, Yu ;
Keller, Thomas ;
Vallee, Till .
COMPOSITES SCIENCE AND TECHNOLOGY, 2008, 68 (15-16) :3099-3106
[7]   Progressive Failure and Ductility of FRP Composites for Construction: Review [J].
Bank, Lawrence C. .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2013, 17 (03) :406-419
[8]   Mineralogical and engineering characteristics of dry flue gas desulfurization products [J].
Bigham, JM ;
Kost, DA ;
Stehouwer, RC ;
Beeghly, JH ;
Fowler, R ;
Traina, SJ ;
Wolfe, WE ;
Dick, WA .
FUEL, 2005, 84 (14-15) :1839-1848
[9]   Evaluation and prediction of temperature-dependent tensile strength of unidirectional carbon fiber-reinforced polymer composites [J].
Cao, Shenghu ;
Wang, Xin ;
Wu, Zhishen .
JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2011, 30 (09) :799-807
[10]   Tensile Properties of CFRP and Hybrid FRP Composites at Elevated Temperatures [J].
Cao, Shenghu ;
Wu, Zhishen ;
Wang, Xin .
JOURNAL OF COMPOSITE MATERIALS, 2009, 43 (04) :315-330