参考文献/References:
[1] 庄荣忠, 杨勇新.BFRP 与木材的有效粘结长度的试验[J]. 华侨大学学报: 自然科学版,2010,31(1):74-77.
ZHUANG Rong-zhong,YANG Yong-xin.Experimentontheeffective bondlength between BFRP sheet and wood[J].Journal of Hua-qiao University:Natural Science, 2010, 31(1):74-77.
[2] 汪健跟, 杨勇新, 胡 玲, 等. 玄武岩纤维布与木材粘结 -滑移本构关系的 试验研究[J]. 玻璃钢/复合材料,2009,10(3):23-27.
WANGJian-gen,YANG Yong-xin,HU Ling, et al.Experimental study on bond-slip behavior between BFRP andwood. [J].FRP/ composite material,2009, 10(3):23-27.
[3] 谢启芳. 中国木结构古建筑加固的试验研究及理论分析[D]. 西安: 西安建筑科技大学,2007.
XIE Qi-fang.Experimentalstudyandtheoreticalanalysisonstrengtheningforchineseancienttimberbuildings[D].Xi′an:Xi′an Univ.of Arch.& Tech. , 2007.
[4] BARBERO E, DAVALOS J, MUNIPALLE U.Bond strength of FRP-Woodinterface[J].Journal of reinforcedplasticsandcomposities,1994,13(9):835-853.
[5] 张风亮. 中国木结构古建筑屋盖梁架体系力学性能研究[D]. 西安: 西安建筑科技大学,2011.
ZHANG Feng-liang.Research on the Mechanical Properties of Chinese Ancient Timber-Frame Buildings Roof-beams System[D].Xi′an: Xi′an Univ.of Arch.& Tech. , 2011.
[6] 胡 明 . 碳纤维加固局部受压区损伤木梁数值模拟分析及试验研究[D]. 西安: 西安交通大学,2006.
HU Ming.Numericalsimulationandexperimentresearch onthe partial damagedinsection pressed area oftimberbeamreinforced by CFRP[D].Xi′an:Xi′anJiaotong University,2006.
[7] 尹思慈. 木材学[M]. 北京: 中国林业出版社,1996.
YIN Si-ci.Woodscience[M].Beijing: China Forestry Press, 1996.
[8] 王全凤, 薛婷怡 , 黄奕辉, 等.FRP-砖界面粘结 -滑移计算模型[J]. 工程力学,2010,27(12):130-134.
WANG Quan-feng, XUE Ting-yi, HUANG Yi-hui, et al.Computational model for bond-slip behavior betweenFRPand brick[J].Engineering mechanics, 2010,27(12):130-134.
[9] 陈 莹, 王全凤, 黄奕辉, 等.GFRP 复合材料与砖界面粘结性能的数值模拟[J]. 工程力学,2010,24(5):119-124.
CHEN Ying, WANG Quan-feng, HUANG Yi-hui, etal.Numerical analysisfor bondingintheinterface betweenGFRPandclay brick [J].Engineering mechanics, 2010,27(5):130-134.
[10] 黄玉亭 , 杨勇新, 李 平. 碳纤维布与钢材粘结性能的数值模拟[J]. 建筑结构,2010,40(5):34-36.
HUANG Yu-ting, YANG Yong-xin, LI Ping.Numericalanalysis ofbond performancebetween CFRPsheetsandsteel plates[J].Building Structure, 2010,40(5):34-36.
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