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The corrosioncausesforces on the concrete which lead to spalling , cracking and general joint deterioration
Cyclic loadingcan resultin severe degradation of bond between reinforcing steel bar and the surrounding concrete
the increase of welding speedresultsin the increase of fatigue properties of welded joints
Heatmay causefailure of bond between concrete and steel reinforcement
a method of bridge constructiondesignedMore information Deflection Assessment of an FRP - Reinforced Concrete Bridge
with an assumption that stress distribution can be shaped with rectangle and concrete(passive) are designedReinforced concrete members using normal strength concrete
Heatcausesbond between steel reinforcement & concrete to fail
Heatcausesbond between steel reinforcement & concrete to fail
Frost heavecan causesevere joint deterioration in concrete pavements
the parametersinfluencingthe bond performance of FRP bars to concrete
the factorsinfluencethe anchorage capacities of bent deformed reinforcing bars in joints of reinforced concrete structures
the corrosion resistances of enamel coating modified by calcium silicate and sand particlesare designedfor improved bond strength with surrounding concrete
Temperature and shrinkagecausestensile forces in concrete , due to the interaction of reinforcement and concrete
by water(passive) is caused byDeterioration of mechanical behavior of concrete structures
the corrosion of steel reinforcement(passive) is usually caused byThe premature deterioration of reinforced concrete structures
steelresultsin premature deterioration of reinforced concrete structures
the most frequent mechanismcausingpremature degradation of reinforced concrete structures
the crucial mechanismleadingto the deterioration of the concrete linings in the Zagros tunnel
the action of unknown crack bridging reactions of rebars(passive) is influenced byMechanical behavior of reinforced concrete members
Factorscan leadto age - related degradation of reinforced concrete structures
Additional wall strengthresultsfrom a continuous rebar reinforced concrete bond beam
commonly(passive) is ... causedThe degradation of reinforced concrete in buildings
the mechanismsinfluencingthe degradation of reinforced concrete structures
Factorsleadto deterioration of reinforced concrete structures
Factorscontributeto the deterioration of the reinforced concrete structures
Water penetrationwas causingthe reinforcement to corrode and concrete to deteriorate
enoughto causein the reinforced concrete elements cracking
the mechanismscausingthe deterioration of reinforced concrete structures
a porous material having high gas , vapour and liquid permeabilityleadingto deterioration of reinforced concrete structures
re - carbonationcan leadto deterioration of reinforced concrete structures
special hybrid moment framescomposedof discretely jointed precast concrete beams post - tensioned
The various parameterscontributingto the shear strength of reinforced concrete beams
the flexural stiffness of its beam - column connections(passive) is ... influenced byThe behaviour of reinforced concrete precast beams
corrosion of reinforcing steel under chloride environment(passive) caused byDeterioration of reinforced concrete
the pool structureresultingin deterioration of the reinforced concrete
chloride - ion ingresscan ... causedeterioration of reinforced concrete
an awareness of the underlying contributorsleadto the deterioration of reinforced concrete
onto the existing concreteto be paintedonto the existing concrete
a patternseta pattern
the behavior of the structurecan ... influencethe behavior of the structure
The coupler(passive) is designedThe coupler
them to expand in size , resulting in spalling of concretecausingthem to expand in size , resulting in spalling of concrete
to long lasting performanceleadingto long lasting performance
to the emergence of initial tensile stresses in the concrete and compressive stresses in the reinforcementleadingto the emergence of initial tensile stresses in the concrete and compressive stresses in the reinforcement
in restrictionsresultingin restrictions
to the first rational design method for this type of pipeledto the first rational design method for this type of pipe
to long lasting performanceleadsto long lasting performance
to long lasting performanceleadsto long lasting performance
edges of the casingdesignededges of the casing
in reasonable agreementresultingin reasonable agreement
to the study of other alternativesledto the study of other alternatives
shrinkage cracks(passive) caused byshrinkage cracks
in major structural problems ( concrete cancerresultedin major structural problems ( concrete cancer
to mechanical failureleadingto mechanical failure
from the migration of chloride ions that in turn lead to the corrosion of the steel rebar of the said structuresresultingfrom the migration of chloride ions that in turn lead to the corrosion of the steel rebar of the said structures
chunks of the concrete to separate or break off from the concrete structurecausingchunks of the concrete to separate or break off from the concrete structure
significant bar congestioncausessignificant bar congestion
crackscan causecracks
Particularly severe economic consequences(passive) may be caused byParticularly severe economic consequences
posttraumatic arthritiscan causeposttraumatic arthritis
All buildings(passive) are designedAll buildings
the facade to start spallingcausingthe facade to start spalling
to serious consequences , including sudden and brittle failuremay leadto serious consequences , including sudden and brittle failure
for earthquake resistancedesignedfor earthquake resistance
subsequent repairspromptssubsequent repairs
to their failurewill leadto their failure
the strength loss(passive) caused bythe strength loss
building structures(passive) caused bybuilding structures
structures(passive) caused bystructures
significant bar congestioncausessignificant bar congestion