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A platform for research: civil engineering, architecture and urbanism
Analysis of the Results of Bending Bearing of Damaged Old Timber Beams Repaired and Strengthened with CFRP
Combined with wooden beam deflection limit is reached when the load is often less than the destruction of the limit load of engineering actual situation, based on the cross section of equivalent substitution principle, set up a wooden beam CFRP reinforcement design calculation formula of calculation results, the wooden beam reinforcement and reconstruction for the future of different load cases, the design of the CFRP amount needed.
Analysis of the Results of Bending Bearing of Damaged Old Timber Beams Repaired and Strengthened with CFRP
Combined with wooden beam deflection limit is reached when the load is often less than the destruction of the limit load of engineering actual situation, based on the cross section of equivalent substitution principle, set up a wooden beam CFRP reinforcement design calculation formula of calculation results, the wooden beam reinforcement and reconstruction for the future of different load cases, the design of the CFRP amount needed.
Analysis of the Results of Bending Bearing of Damaged Old Timber Beams Repaired and Strengthened with CFRP
Applied Mechanics and Materials ; 644-650 ; 5005-5008
2014-09-22
4 pages
Article (Journal)
Electronic Resource
English
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