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基于拉拔和梁式试验,探讨了这两种试验方法对GFRP筋与不同种类混凝土(包括混凝土 C30、掺纤维与不掺纤维的混凝土 C50等)之间粘结强度的影响.研究表明,梁式试验的GFRP筋粘结强度稍低于拉拔试验的结果;混凝土强度等级以及是否掺加聚丙烯纤维对GFRP筋的粘结强度影响较小.

参考文献

[1] A Nanin.FRP Reinforcement for Concrete Structures[M].Elsevier Science Publishers,1993
[2] 薛讳辰,康清梁.综述纤维塑料筋在混凝土结构中的应用[J].工业建筑,1999(02):19.
[3] Pleimann L G.Strength modulus of elasticity,and bond deformed FRP rods[A].Material Engineering Division,ASCE,1991:99-110.
[4] Ralph A Chapman;Surendra P.Shah.Early-Age Bond Strength in Reinforced Concrete[J].ACI Materials Journal,1987(06):501-510.
[5] Chaallal O;Benmokrane B;Masmoudi R .An innovative glass-fiber composite rebar for concrete structures.Adv[Z].Composites Materials in Bridges and Structures,Canadian Society for Civil Engineering,1992.
[6] Vicki L;Brown Charles L;Bartholomew.FRP Reinforcing Bars in Reinforced Concrete Members[J].ACI Materials Journal,1993(01):34-39.
[7] M R Ehsani;H.Saadatmanesh;S.Tao.Design recommendation for bone of GFRP rebars to concrete[J].Journal of Structural Engineering,1996(03):247-254.
[8] B Tighiouart;B.Benmokrane;D.Gao.Investigation of bond concrete member with fiber reinforced polymer(FRP) bars[J].Construction and Building Materials,1998(12):453-462.
[9] 薛伟辰 .模拟钢材料的研制和应用[R].水利部水利科技基金项目(J9548)总结报告,河海大学,1999.
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