- 摘 要
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（天津城市建設(shè)學院土木工程學院,天津 300384）
[摘要]通過6根矩形截面鋼筋混凝土梁靜力試驗，考察了不同玄武巖纖維布粘貼層數(shù)下，加固梁的承載能力及破壞模式，試驗表明在鋼筋混凝土梁受拉區(qū)粘貼玄武巖纖維布可有效提高既有損傷鋼筋混凝土梁的抗彎性能。采用ANSYS軟件對BFRP 布加固既有損傷鋼筋混凝土梁進行數(shù)值模擬，并與試驗結(jié)果進行對比，驗證了應(yīng)用ANSYS有限元軟件對BFRP布加固既有損傷鋼筋混凝土梁進行數(shù)值模擬的有效性。
[關(guān)鍵詞] BFRP布；加固；既有損傷；數(shù)值模擬
中圖分類號：TU375.1 文獻標識碼：A 文章編號：1002-848X(2013)S1-1420-05
*天津市自然基金重點項目(12JCZDJC28900)，天津市科技興海項目(KJXH2012—19)。
作者簡介：王海良，教授，碩導，Email:wanghailiang6601@126.com。
Experimental Research and Finite Element Analysis of Damage Concrete Beams Strengthened with BFRP Sheets
Wang Hailiang, Chang Wei,Yang Xinlei, Ren Quanchang, Dong Peng
( School of Civil Engineering, Tianjin Institute of Urban Construction,
Abstract: Experiment of six specimens of beams was conducted to study the effect of amounts of BFRP sheets on the ultimate flexural resistance and failure mode of the damage concrete beams strengthened with BFRP sheets. Results showed that the flexural resistance of damage concrete beams could be improved with the CFRP-sheet gluing the bottom of the reinforced concrete beams. Numerical simulation of the damage concrete beams strengthened with BFRP sheets was conducted by ANSYS, and the results of numerical simulation were compared with those of the test results.
Keywords: BFRP sheets; strengthening; damage; numerical simulation
