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Books > Professional & Technical > Civil engineering, surveying & building > Building construction & materials
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Strengthening of R.C. Beams Using Externally Bonded Plates and Anchors (Paperback)
Loot Price: R1,682
Discovery Miles 16 820
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Strengthening of R.C. Beams Using Externally Bonded Plates and Anchors (Paperback)
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Premature plate end debonding failure is the main weakness of plate
bonded strengthened beams which can be minimized by end anchors.
The main objectives of this research were to study the behaviour of
steel plate and CFRP laminate strengthened r.c. beams, the effects
of U and L shape end anchors to prevent plate end debonding and the
effects of L shape intermediate anchors to eliminate premature
shear. Nine rectangular beams were tested. Design methods were
proposed to obtain the dimensions of steel plate and CFRP laminate.
U and L shape end anchors were used on steel plate and CFRP
laminate strengthened beams. The length of end anchors was obtained
from the proposed design theory. L shaped intermediate anchors were
provided in the shear span of L shaped end anchored strengthened
beams. Results exhibited that both U and L shaped end anchored
strengthened beams showed ductile failure modes without premature
end peeling with higher failure loads, less deflection and less
cracks compared to the un-anchored beams. Intermediate anchors
prevented premature shear failure.The proposed design methods were
experimentally satisfied.
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