Citation: | YE Huawen, KÖ, NIG Christian, UMMENHOFER Thomas, QIANG Shizhong. Experimental Investigation of Fatigue Behavior of Tension Steel Plate Reinforced with Prestressed CFRP Laminates[J]. Journal of Southwest Jiaotong University, 2009, 22(6): 823-829. |
赵启林,王景全,金广谦.碳纤维加固的反拱预应力技术及其提高钢结构承载能力的分析[J].钢结构,2002,17(3):51-53.ZHAO Qilin,WANG Jingquan,JIN Guangqian.Analysis of the"reverse-arch prestressed technique"and the improved bearing capacity for steel structure strengthened by carbon-fiber[J].Steel Structure,2002,17(3):51-53.
|
邓军,黄培彦.预应力CFRP板加固钢梁的承载力及预应力损失分析[J].铁道建筑,2007(10):4-7.DENG Jun,HUANG Peiyan.The load-carrying capacity of steel beam strengthened by prestressed CFRP plates and prestressing loss of CFRP plates[J].Railway Engineering,2007(10):4-7.
|
TRIANTAFILLOU T C,DESKOVIC N.Innovative prestressing with FRP sheets,mechanics of short-term behavior[J].Journal of Engineering Mechanics,ASCE,1991,117(7):1653-1672.
|
COLOMBI P,BASSETTI A,NUSSBAUMER A.Crack growth induced delamination on steel members reinforced by prestressed composite patch[J].Fatigue Fracture of Engineering Materials Structures,2003,26(5):429-437.
|
COLOMBI P,BASSETTI A,NUSSBAUMER A.Analysis of cracked steel members reinforced by pre-stress composite patch[J].Fatigue Fracture of Engineering Materials Structures,2003,26(1):59-66.
|
COLOMBI P.Plasticity induced fatigue crack growth retardation model for steel elements reinforced by composite patch[J].Theoretical and Applied Fracture Mechanics,2005,43(1):63-67.
|
COLOMBI P,BASSETTIB A,NUSSBAUMERB A.Delamination effects on cracked steel members reinforced by prestressed composite patch[J].Theoretical and Applied Fracture Mechanics,2003,39(1):61-71.
|
ELBER W.Fatigue crack closure under cyclic tension[J].Engineering Fracture Mechanics,1970,2(1):37-45.
|
SCHIJVE J.Fatigue of structures and materials in the 20th century and the state of the art[J].International Journal of Fatigue,2003,25 (8):679-702.
|
WANG C H.Fatigue crack closure analysis of bridged cracks representing composite repairs[J].Fatigue Fracture of Engineering Materials Structures,2000,23 (6):477-488.
|