Effects of harsh weather and seawater on glass fiber reinforced epoxy composite

被引:27
作者
Merah, N. [1 ]
Nizamuddin, S. [1 ]
Khan, Z. [1 ]
Al-Sulaiman, F. [1 ]
Mehdi, M. [2 ]
机构
[1] King Fahd Univ Petr & Minerals, Dept Mech Engn, Dhahran 31261, Saudi Arabia
[2] CSD, Dhahran, Saudi Arabia
关键词
seawater; weathering; tensile; fractography; glass fiber; epoxy; TEMPERATURE; ENVIRONMENT;
D O I
10.1177/0731684410366172
中图分类号
TB33 [复合材料];
学科分类号
摘要
The lack of reliable engineering data on the durability of glass fiber reinforced Epoxy (GFRE) pipes when exposed to harsh Arabian Gulf outdoor environment has limited their wide use for saltwater and crude oil handling and transportation. This article explores the combined effect of natural and accelerated weathering and seawater on tensile properties of GFRE pipe materials. Saltwater filled pipes were exposed to outdoor environment in Dhahran, Saudi Arabia for periods ranging from 6 to 12 months. Ring-shaped tensile test specimens were also immersed in oxygenated saltwater at room temperature for time periods ranging from 300 to 10,000 h. The natural exposures resulted in gradual reduction of tensile strength and fracture strain with exposure time in saltwater filled pipes. The exposure to oxygenated saltwater immersion also showed detrimental effects after 300 h of exposure. Longer immersion periods did not result in further strength degradation. The stiffness of the GFRE pipe specimens remained more or less unaffected by exposure to seawater. Fractographic analysis of unexposed specimens showed a combination of Mode I and Mode II failure characterized by inclined hackles as well as fiber breakage. High outdoor temperature and moisture absorption decreased fiber-matrix interface strength and caused degradation at the fiber level resulting in lower ultimate strength, fracture strain, and stiffness of the GFRE.
引用
收藏
页码:3104 / 3110
页数:7
相关论文
共 17 条
[1]  
*ASTM INT, 2000, ANN BOOK ASTM STAND, V8
[2]  
BECKRY AM, 2003, COMPOS STRUCT, V62, P247
[3]  
Ellyin F, 2000, J REINF PLAST COMP, V19, P1405, DOI 10.1106/AAKT-65LE-R7LG-6XX1
[4]   Durability of glass-fibre reinforced polymer composites in aqueous and high temperature environments [J].
Ellyin, F .
POLYMERS & POLYMER COMPOSITES, 2004, 12 (04) :277-288
[5]  
Ginty C.A., 1987, Fractography of modern engineering materials: composites and metals, ASTM STP 948, P101
[6]   Influence of fiber orientation on global mechanical behavior and mesoscale strain localization in a short glass-fiber-reinforced epoxy polymer composite during tensile deformation investigated using digital image correlation [J].
Godara, A. ;
Raabe, D. .
COMPOSITES SCIENCE AND TECHNOLOGY, 2007, 67 (11-12) :2417-2427
[7]  
Hibbs M.F., 1987, Fractography of modern engineering materials: composites and metals, ASTM STP 948, P68
[8]   Effect of aging environment on degradation of glass-reinforced epoxy [J].
Kajorncheappunngam, S ;
Gupta, RK ;
GangaRao, HVS .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2002, 6 (01) :61-69
[9]   Water uptake of epoxy-clay nanocomposites: Model development [J].
Liu, Weiping ;
Hoa, S. V. ;
Pugh, M. .
COMPOSITES SCIENCE AND TECHNOLOGY, 2007, 67 (15-16) :3308-3315
[10]  
Marcus S, 2005, COMPOS STRUCT, V71, P320