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The rapid evaporation of watercausesplastic shrinkage in concrete and subsequent cooling causes tensile stresses and cracking
discontinuous discrete fibersresultsin the tensile strength and also reduces the growth of micro cracks in the concrete
This restraintcausestensile stress to develop in the concrete , which leads to shrinkage cracks
by plastic shrinkage in concrete(passive) caused byPlastic Shrinkage Cracks in Concrete and Its Prevention Cracking
factorscausesconcrete to crack including , shifting and settling , shrinkage , and stress
the concrete mix(passive) could be caused byConcrete cracks due to shrinkage and settling and a part of this
The axial loading on the columnmay causebuckling of the longitudinal reinforcement and subsequent cracking and spalling of concrete cover
the wet , fine aggregatecausesprolonged internal curing which has been shown to reduce shrinkage and cracking in concrete
resulting in internal pressureleadingto expansion of the cement slurry , cracking and damage
stressescauseshrinkage cracks and damage to the concrete
Dry , windy and hot conditionscan causeplastic shrinkage cracking and surface scalling in concrete
A. Corrosioncausescircumferential tensile stresses in concrete and the cracks will be parallel to the corroded reinforcing bar
The lattercausestensile forces in the concrete cracking and failure of the protective layer
an excessive shear force ... the existing tunnelcan causeshear failure and cracks into the concrete lining
The resultant expansion differentialcausesinternal cracking in the concrete and reduction in its stiffness
the alkali reactionmay resultin cracking , expansion and deterioration of the concrete mix
a gelresultsin staining , micro - cracking in and deformation of the concrete
a gelresultsin staining , micro - cracking and deformation of concrete
a gelcan resultin staining , micro - cracking and deformation of concrete
high temperaturescan causethe concrete to undergo shrinkage , thermal stresses and cracking
a large volumecausingtensile stresses which lead to disbondment of the reinforcement and cracking of the concrete
Overstresses due to tensionwill resultin cracking of concrete and overstresses due to compression
by cracks(passive) caused bywet expansion and shrinkage deformation and concrete creep
more than double the solid volumeresultsin disruption , expansion and cracking of the concrete
part of this(passive) might be causedConcrete cracks due to shrinkage and settling and
part of this(passive) could be causedConcrete cracks due to shrinkage and settling and
viewcausesunsightly cracks in concrete and called concrete shrinkage
The corrosioncan causeexpansion of the concrete and subsequent cracking of hardened concrete
Temperature and shrinkagecausestensile forces in concrete , due to the interaction of reinforcement and concrete
the concrete ... significant internal stressescausedeformation of the concrete , cracking and disintegration
the factorsinfluencingthe concrete s shrinkage magnitude and likelihood of cracking
because even the smallest growth sufficesto causetensions and fractures in the concrete setting
Not being levelcausesdeformation and uneven drying in the added concrete
the frost of winterwill causeshrinkage in the concrete slabs and cracking in the mortar
Several factorsinfluencethe behaviours of deformation and cracking of concrete
When properly applied , helps reachdesignedconcrete strength and minimizes excessive shrinkage
hairline cracksmay resultfrom heavy loads and the shrinkage of concrete over time
hairline crackscan resultfrom heavy loads and the shrinkage of concrete over time
The expansion pressurecausesreinforced concrete to crack and non - reinforced to grow
the products of the reactionmay causedeleterious expansion and cracking of concrete
the following problemscausingthe following problems
steel fibers(passive) are designedsteel fibers
to brittle fracture of concreteeventually leadingto brittle fracture of concrete
The product(passive) is designedThe product
in cracks and more concrete deformationresultsin cracks and more concrete deformation
severe leakagecan causesevere leakage
severe leakage from the reservoircan causesevere leakage from the reservoir
severe leakage from the reservoir into the damcan causesevere leakage from the reservoir into the dam
the base cracking(passive) caused bythe base cracking
highly nonlinear behavior in reinforced concrete structures ... 1causeshighly nonlinear behavior in reinforced concrete structures ... 1
highly nonlinear behavior in reinforced concrete structurescauseshighly nonlinear behavior in reinforced concrete structures
The Concrete Pulverizers(passive) are designedThe Concrete Pulverizers
Cracks(passive) are caused byCracks
if left without this protectionmight resultif left without this protection
the concrete to spall and thus be dangerous for a structurecan causethe concrete to spall and thus be dangerous for a structure
crackscausingcracks
The difference(passive) may be caused byThe difference
an initial shortening of the member , which induces compressive stress in the reinforcement steelcausesan initial shortening of the member , which induces compressive stress in the reinforcement steel
failure(passive) caused byfailure
The damages(passive) were rather caused byThe damages
shrinkage cracks(passive) caused byshrinkage cracks
to the formation of single large cracksleadsto the formation of single large cracks
for maximum economymust be designedfor maximum economy
from improper application of water - retaining agentresultingfrom improper application of water - retaining agent
much structural damage to the buildingdo ... causemuch structural damage to the building
the deformation in concrete when pressure is appliedmay causethe deformation in concrete when pressure is applied
to greater durabilitycan leadto greater durability
significant structural damage to the buildingmay ... causesignificant structural damage to the building
the expansion joint(passive) are ... causedthe expansion joint
tension forces(passive) caused bytension forces
to its failurefinally leadingto its failure
their mutual horizontal movements ( perpendicular and parallel to the expansion joint(passive) are ... caused bytheir mutual horizontal movements ( perpendicular and parallel to the expansion joint
their mutual horizontal movements ( perpendicular and parallel to the expansion joint(passive) are ... caused bytheir mutual horizontal movements ( perpendicular and parallel to the expansion joint
cracking of construction elementscausingcracking of construction elements
deflection(passive) caused bydeflection
the property(passive) caused bythe property
The deflections(passive) were mainly caused byThe deflections
The time - dependent effects(passive) caused byThe time - dependent effects
The time - dependent effects(passive) caused byThe time - dependent effects
cracks under high or low temperature causing water seepagecausingcracks under high or low temperature causing water seepage