Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 43 Issue 2
Dec.  2014
Turn off MathJax
Article Contents
Wang Yutian, Zhang Wei, Jiang Fuxiang. EXPERIMENT ON THE BENDING PERFORMANCE OF CFRP REINFORCED PRE-DAMAGED REINFORCED CONCRETE BEAM UNDER SEAWATER ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 99-103. doi: 10.13204/j.gyjz201302020
Citation: Wang Yutian, Zhang Wei, Jiang Fuxiang. EXPERIMENT ON THE BENDING PERFORMANCE OF CFRP REINFORCED PRE-DAMAGED REINFORCED CONCRETE BEAM UNDER SEAWATER ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 99-103. doi: 10.13204/j.gyjz201302020

EXPERIMENT ON THE BENDING PERFORMANCE OF CFRP REINFORCED PRE-DAMAGED REINFORCED CONCRETE BEAM UNDER SEAWATER ENVIRONMENT

doi: 10.13204/j.gyjz201302020
  • Received Date: 2012-01-20
  • Publish Date: 2013-02-20
  • Experimental study on the bending performance of pre-damaged reinforced concrete beams strengthened with bonding CFRP under air and seawater environment was carried out in this contribution.The influence of seawater on the damage mode,cracks development,strain development and bending capacity,and so on of the strengthened beams were measured.Based on the experimental results,it was found that the bending capacity and stiffness of the strengthened pre-damaged beams were improved effectively.And development of cracks was limited.Although their performances were decreased obviously with time prolonged under seawater environment,the effect of reinforcement was still reliable.Finally,it should be pointed out that during the test,strain of the concrete complied with the plane-section assumption.
  • loading
  • [2] 王强.氯离子侵蚀下碳纤维加固钢筋混凝土梁的耐久性研究[D].桂林:桂林工学院,2006.
    陈凤山.海洋环境下钢筋混凝土结构 CFRP 加固研究[D].大连:大连理工大学,2007.
    [3] 左宏斌.海水腐蚀下碳纤维增强钢筋混凝土梁柱试验研究与分析[D].天津:天津大学,2002.
    [4] Arduini M, Nanni A. Behavior of Pre-Cracked RC BeamsStrengthened with Carbon FRP Sheets Journal of Composites forConstruction[J]. ASCE,1997,1(2):63-70.
    [5] Shahawy Mohsen, Chaal lal Omar, Bei telman Thomas E, et al.Flexural Strengthening with Carbon Fiber-Reinforced PolymerComposites of Preloaded Full-Scalegirders[J], ACI StructuralJournal,2001,98(5):735-742.
    [6] 刘沐宇,刘其卓,骆志红,等. CFRP 加固不同损伤度钢筋混凝土梁的抗弯试验[J].华中科技大学学报:自然科学版,2005,33(3):13-16.
    [7] 周戟.碳纤维布加固不同损伤混凝土梁抗弯性能研究[J].路基工程,2010(2):134-136.
    [8] 王友元,苏林王,李国豹.碳纤维加固对海工钢筋混凝土结构锈胀的约束作用研究[J].水运工程,2009(10):48-51.
    [9] Tamer E M, Khaled S, Timothy T. Performance Evaluation ofCarbon Fiber-Reinforced Polymer Repaired Beams Under CorrosiveEnvironmental Conditions[J]. ACI Structural Journal,2007,104(1):3-10.
    [10] 王友元.碳纤维加固对海工钢筋混凝土结构锈胀的约束作用研究[J].水运工程,2009,443(10):47-51.
    [11] 金伟良,陈驹.钢筋锈蚀对钢筋混凝土短梁力学性能的影响[J].华中科技大学学报:城市科学版,2003,20(1):1-3.
    [12] 吴庆,章鑫森.通电锈蚀钢筋混凝土粱结构性能退化的试验研究[J].安徽理工大学学报:自然科学版,2004,24(4):16-19.
    [13] 刘丽梅,张卫平,顾祥林,等.碳纤维布与混凝土的粘结性能及其耐久性研究[J].建筑结构,2006,36(增刊):56-59.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (130) PDF downloads(109) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return