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First here is " peeling - offcausedat shear cracks
positive shear forces(passive) caused byshear cracking
cold shearing(passive) caused byshear cracks
the shearing force along a fault planesetsup shear cracks
fretting fatigue(passive) caused byshear cracking
the non - structural CMU walls on each side of columns(passive) were caused byThe shear cracks
sufficientto preventshear cracking
heavy machinerycan createshear cracks
the larger aggregate(passive) caused byshear cracks
The introduction of steel fibrespreventedshear cracks
overloaded trucks , combined with environmental damage(passive) caused byShear cracks
With the results of the experimentscausedat shear cracks
the compressive stress in front of wall helpsto preventshear crack
the tensile strengthcausingshear cracks
some remarks on the debonding mechanism " debondingcausedat shear cracks
Moreover UHPFRC plate in case of strengthening one side of the RC beampreventedshear cracks
signicant drop at the lateral stiffnesses(passive) were causedShear cracks
the networkcomposedof shear cracks
rock matrix(passive) caused byshear cracks
some internal wall fracturesresulting mainlyfrom shear cracks
numerical analysis ... unableto causeshear cracks
to shear transfer by the aggregate interlock mechanismleadingto shear transfer by the aggregate interlock mechanism
the dilation(passive) caused bythe dilation
deterioration(passive) caused bydeterioration
tension crackscausestension cracks
on the compression face of the beam , plus peeling away of the concrete cover from the reinforcement on the tensile face of the beam ( bond failureoriginatingon the compression face of the beam , plus peeling away of the concrete cover from the reinforcement on the tensile face of the beam ( bond failure
from crack propagationresultingfrom crack propagation
to coalescence and failureleadto coalescence and failure
to spalling failure on both sides of the holesleadingto spalling failure on both sides of the holes
a concrete contribution by aggregate interlockcreatesa concrete contribution by aggregate interlock
to a shear failureledto a shear failure
in the bridgediscoveredin the bridge