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Frontiers of Structural and Civil Engineering

Front. Struct. Civ. Eng.    2009, Vol. 3 Issue (3) : 330-338     https://doi.org/10.1007/s11709-009-0046-x
Research articles |
Calculation of diagonal section and cross-section bending capacity for strengthening RC structure using high-performance ferrocement laminate
Shouping SHANG , Fangyuan ZHOU , Wei LIU ,
Civil Engineering College, Hunan University, Changsha 410082, China;
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Abstract Because there is a great demand of reinforcement and retrofitting of aged structures nationwide, as well as the rapid development of innovative building materials, the adoption of strengthening RC structures using new inorganic materials has become possible. High-performance ferrocement laminate (HPFL) is an effective method of strengthening concrete structure. High-performance ferrocement laminate is a new type of inorganic material with the advantages such as high strength, small contraction, good bonding properties, etc. This paper introduces the formula of cross-section bending capacity for strengthening concrete beams with HPEL. A comparative analysis of experimental data, as well as the calculation of diagonal section bearing capacity of concrete members, is given.
Keywords RC beams      high-performance ferrocement laminate (HPFL)      inorganic material      reinforcement      
Issue Date: 05 September 2009
 Cite this article:   
Shouping SHANG,Wei LIU,Fangyuan ZHOU. Calculation of diagonal section and cross-section bending capacity for strengthening RC structure using high-performance ferrocement laminate[J]. Front. Struct. Civ. Eng., 2009, 3(3): 330-338.
 URL:  
http://journal.hep.com.cn/fsce/EN/10.1007/s11709-009-0046-x
http://journal.hep.com.cn/fsce/EN/Y2009/V3/I3/330
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Shouping SHANG
Wei LIU
Fangyuan ZHOU
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