Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Xue Ping. COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 76-77,90. doi: 10.13204/j.gyjz200405024
Citation: Xue Ping. COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 76-77,90. doi: 10.13204/j.gyjz200405024

COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP

doi: 10.13204/j.gyjz200405024
  • Received Date: 2003-12-29
  • Publish Date: 2004-05-20
  • By summarizing various experiments and researches, the paper applies the mature theory of calculating the bearing capacity of a bending normal section of the RC beam with rectangular section is used, and the computational formula of the bearing capacity of the bending normal section of single rebar RC beam with rectangular section strengthened by CFRP, which meets the requirements of experiments results.It may be a reference for engineering design.
  • 吴刚.碳纤维布用于钢筋混凝土梁抗弯加固的试验研究.建筑结构,2000,30(7):3~10
    [2] 吴刚,吕志涛.外贴CFRP加固混凝土结构的抗弯设计方法.建筑结构,2000,30(7):7~10
    [3] 赵彤.碳纤维加固钢筋混凝土梁的受弯承载力试验研究.建筑结构,2000,30(7):11~15
    [4] GB 50010-2002 混凝土结构设计规范
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