纸质出版:2018
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[1]王海良,吴振.酸溶液、冻融循环及其耦合作用下玄武岩纤维筋耐久性试验[J].防灾减灾工程学报,2018,38(01):39-46+80.
王海良, 吴振. Experimental Study on the Durability of BFRP Bars under the Acidic Solution,the Cycle of Freezing and Thawing and the Coupled Actions[J]. 2018, 38(1): 39-46+80.
[1]王海良,吴振.酸溶液、冻融循环及其耦合作用下玄武岩纤维筋耐久性试验[J].防灾减灾工程学报,2018,38(01):39-46+80. DOI: 10.13409/j.cnki.jdpme.2018.01.006.
王海良, 吴振. Experimental Study on the Durability of BFRP Bars under the Acidic Solution,the Cycle of Freezing and Thawing and the Coupled Actions[J]. 2018, 38(1): 39-46+80. DOI: 10.13409/j.cnki.jdpme.2018.01.006.
进行了3种不同直径玄武岩纤维(BFRP)筋在酸溶液、冻融循环及其耦合作用下耐久性试验
分析环境类型及作用时间对其弹性模量、抗拉强度的影响。结果表明:3种不同直径BFRP筋在酸溶液、冻融循环及其耦合作用下
直径6mm BFRP筋抗拉强度降低分别最多达33.9%、10.5%、31.1%
直径8mm BFRP筋抗拉强度降低分别最多达29.2%、6.9%、28.6%
直径10mm BFRP筋抗拉强度降低分别最多达10.2%、14%、10.2%;耦合作用下直径6、8mm BFRP筋与环氧树脂基体界面受破坏程度大于单因素环境
直径10mm BFRP筋受其影响不明显;3种不同直径BFRP筋在自然环境下其弹性模量变化范围为46.2±1GPa
在酸溶液、冻融环境及二者耦合作用下其弹性模量变化范围为46.5±1.5GPa
上述环境对3种不同直径BFRP筋弹性模量影响偏差在0.44%1.67%之间;冻融循环作用下
3种不同直径BFRP筋在Lemaitre应变等价原理方面具有一定精度。
The effects of environment types and acting time on the elastic modulus and tensile strength of basalt fiber reinforced polymer(BFRP)were analyzed by performing durability experimental tests under the condition of acid solution
freeze-thaw cycles and coupled effects.The test variables include BFRP diameter(6 mm
8 mm
10 mm)
corrosion age(15 d
30 d
45 d)
freeze-thaw cycles(50—300 times)
etc.The results show that under the action of acid solution
freeze-thaw cycles and coupled actions
the tensile strength is decreased by up to 33.9%
10.5%
31.1%
respectively
for BFRP bars with diameter of 6 mm
by up to 29.2%
6.9%
28.6%
respectively
for those with diameter of 8 mm
and by up to 10.2%
14%
10.2%
respectively
for those with diameter of 10 mm.The damages of BFRP bars with diameter of 6 mm or 8 mm and the epoxy resin matrix interface were greater under coupled effects than those under single effect
but the influence is not obvious for bars with diameter of 10 mm.The elastic modulus of BFRP bars with three different diameters is 46.2 ±1 GPa under the natural environment
while it became 46.5 ±1.5 GPa under the condition of acid solution
freeze-thaw cycles and coupled effects.Under the influence of above environmental factors
the variation of elastic modulus of BFRP bars with three different diameters reinforced is 0.44%—1.67%.BFRP bars with three different diameters have a certain precision with respect to the Lemaitre strain equivalence principle under freeze-thaw cycles.
碱性环境中BFRP筋耐腐蚀性能试验研究 [J]. 吴刚,朱莹,董志强,汪昕,吴智深. 土木工程学报 . 2014(08)
玄武岩纤维及其复合筋的耐久性能研究 [J]. 吴敬宇,咸贵军,李惠. 玻璃钢/复合材料 . 2011(05)
玄武岩纤维增强塑料筋耐腐蚀性研究 [J]. 周俊龙,江世永,李炳宏,欧忠文. 土木建筑与环境工程 . 2011(S1)
玄武岩纤维筋拉伸力学性能试验研究 [J]. 顾兴宇,沈新,陆家颖. 西南交通大学学报 . 2010(06)
GFRPP筋酸碱盐腐蚀老化实验研究 [J]. 王川,欧进萍. 防灾减灾工程学报 . 2010(S1)
冻融循环及盐溶液作用下玄武岩纤维布耐久性试验研究 [J]. 郭旗,潘建伍,吴刚. 工业建筑 . 2010(04)
FRP在桥梁结构中的应用与发展 [J]. 李建辉,邓宗才,杜修力. 公路 . 2007(04)
FRP筋酸碱盐介质腐蚀与冻融耐久性试验研究 [J]. 张新越,欧进萍. 武汉理工大学学报 . 2007(01)
FRP在工程结构中的应用与发展 [J]. 叶列平,冯鹏. 土木工程学报 . 2006(03)
Tensile mechanical properties of basalt fiber reinforced polymer composite under varying strain rates and temperatures [J] . Huaian Zhang,Yiming Yao,Deju Zhu,Barzin Mobasher,Liang Huang. Polymer Testing . 2016
Experimental testing of basalt-fiber-reinforced polymer bars in concrete beams [J] . Fareed Elgabbas,Patrick Vincent,Ehab A. Ahmed,Brahim Benmokrane. Composites Part B . 2016
Strengthening of reinforced concrete slabs with mechanically-anchored unbonded FRP system [J] . Tamer El Maaddawy,Khaled Soudki. Construction and Building Materials . 2007 (4)
Analysis of RC beams strengthened with mechanically fastened FRP (MF-FRP) strips [J] . Lawrence C. Bank,Dushyant Arora. Composite Structures . 2006 (2)
Environmental effects on bamboo-glass/polypropylene hybrid composites [J] . Moe Moe Thwe,Kin Liao. Journal of Materials Science . 2003 (2)
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