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orderto preventshear failure
fibrescausingshear failure
17/3 Better transverse reinforcement in the column ( small spaced hoops and tieswould probably have preventedthe shear failure
shear crack growth(passive) caused byshear failure
Design SHEAR AND BEARING LENGTH Minimum required Lengthto preventshear failure
part of the stresswould causeshear failure
a diagonal crack at the web of HCS(passive) is caused byshear failure
the shear stress ( 45,600 psi ) on the bolt ... enoughto causea shear failure
the propagation of a splitting crack at the level of the longitudinal reinforcement(passive) is triggered byflexural - shear failure
Shear stress arises from the force vector component parallel to the cross sectionwill causeshear failure
just extra reinforcementpredominantly preventingshear failure
The shear force created by shale can exceed easily the shear strengthleadingto shear failure
This type of non - ductile behaviorleadsto shear failure
concrete crushing in the compression zone at the top of the critical diagonal crack ( Fig . where failure occurs(passive) is mainly caused bythe shear failure
the least forcewould causeshear failure
sufficient transversal reinforcementto preventshear failure
Transverse reinforcement requirementto preventshear failure
Sufficient transverse reinforcementto preventshear failures
a dynamic wave ... corresponding to material weakening and softening if the system is in a critical shear stress state ( near failure(passive) may be ... triggered byshear failure
the the very least pressurewould leadto shear failure
the diagonal tension force(passive) caused byshear failure
a force in the longitudinal directioncausingshear failure
the ratio of transverse reinforcement required (to preventshear failure
to increase the minimum area of shear reinforcementto preventshear failures
a force perpendicular to the shaft of the fastener(passive) is caused byShear failure
Exploration depth ... likelyto causeshear failure
A rapid pressure increasewill triggershear failure
an increase in fluid pressurecan triggershear failure
increased pore pressure(passive) triggered byshear failure
providing ample uncorroded vertical shear reinforcementto preventshear failure
High pressure / flow ratewill triggershear failure
SD400 steel bars D10 ( ϕ9.53 mm ) are arranged with steel ratio of 0.0041 , one layer of three D13 bars ( ϕ12.7 mm ) is arranged as compression reinforcements , D10 shear bars are disposed every 100 mm in the shear zoneto preventshear failure
0004]Shear reinforcement in the form of stirrups and cross ties is providedto preventshear failure
Reinforced concrete frames ... insufficient quantity and spacing of shear reinforcementto preventshear failure
Due to force concentration at the middle of landing columns , these columns in reinforced concrete buildings shall be provided with special confining reinforcement over their full heightto preventshear failure
In members that have initially yielded in bending , this reduction manifests itself by a rapid increase of shear deformations with load cyclingleading ultimatelyto shear failure
the pressure exerted on the backfill by the top plate exceeding the compressive strength of the backfill(passive) is mainly caused byShear failure
REINFORCEMENT Acts against rotational slides , lateral dispersion and vertical subsidence Exerts confining action on soil Partially absorbs effective stresspreventingshear failure
degradation of shear strength in the plastic hinges of R / C elements , as well as pullout failures caused by inadequate anchorage of the reinforcement in the joint regions(passive) caused byshear failures
stress concentrations generated by thermal expansion or volume changes due to pressure dilation of unconsolidated formations(passive) triggered byshear failures
to a larger damage zone and generally higher leakage rates than tensile failureleadsto a larger damage zone and generally higher leakage rates than tensile failure
upheaval of pavement materialcausesupheaval of pavement material
Crushed zone(passive) is caused byCrushed zone
within the coal seamis createdwithin the coal seam
angular or splintered cavings in the wellborecauseangular or splintered cavings in the wellbore
mixed mode fracturescreatesmixed mode fractures
to a permanent permeability enhancement of the fractures , which contributes to the overall reservoir permeability , owing to the damage in fracture surface characteristics during the shear failureleadsto a permanent permeability enhancement of the fractures , which contributes to the overall reservoir permeability , owing to the damage in fracture surface characteristics during the shear failure
in activating ( opening ) pre - existing natural fracturesresulting mostlyin activating ( opening ) pre - existing natural fractures
microseisms with observed apparent propagation velocities much higher than typical fracture propagation ratescausingmicroseisms with observed apparent propagation velocities much higher than typical fracture propagation rates
to a progression of other shear failuresleadsto a progression of other shear failures
to shortening and loss of capacity in a gravity - load- supporting elementleadto shortening and loss of capacity in a gravity - load- supporting element
intercoat delamination ... and the epoxy topcoat readily separates from the coat of filler beneath itcausesintercoat delamination ... and the epoxy topcoat readily separates from the coat of filler beneath it
concrete structures to collapse without warning andcan causeconcrete structures to collapse without warning and
in the missedcueresultingin the missedcue
in breakage of the wire bondsresultingin breakage of the wire bonds
when a weak layer with low shear strength succumbs under a large loadresultswhen a weak layer with low shear strength succumbs under a large load
to waterleadingto water
in borehole collapse or breakoutusually resultsin borehole collapse or breakout
in cracking that corresponded to the diameter of the strikerresultedin cracking that corresponded to the diameter of the striker
to sliding of the tents or the foundationsleadingto sliding of the tents or the foundations
laminate(passive) is caused bylaminate
in human casualties and large damagesresultingin human casualties and large damages
reduction in hole sizemay causereduction in hole size
relative sliding between steel and concretecausesrelative sliding between steel and concrete
from diagonal tension or compression failure as a consequence or reversed cyclic loadingoriginatingfrom diagonal tension or compression failure as a consequence or reversed cyclic loading
them from reaching the ultimate load predicted by pure flexural analysispreventthem from reaching the ultimate load predicted by pure flexural analysis
five of the six columns to lose their axial load carrying ability at drift ratios between 3 % and 5 %causedfive of the six columns to lose their axial load carrying ability at drift ratios between 3 % and 5 %
slides along the slopescausingslides along the slopes
this crack occurs i n part due to the reduction of the shear capacity in the -already overstressedcast p lace concrete slabcausesthis crack occurs i n part due to the reduction of the shear capacity in the -already overstressedcast p lace concrete slab
to a reduction in building lateral strengthcan leadto a reduction in building lateral strength
oftenresultsoften
in near wellbore fines pluggingcan resultin near wellbore fines plugging
and almost complete redistribution of bending moments were achieved prior to collapsepreventedand almost complete redistribution of bending moments were achieved prior to collapse
from the absence of beams which assist in distributing the load ( Park & Gamble , 2000resultingfrom the absence of beams which assist in distributing the load ( Park & Gamble , 2000
in collapse of the overall structuremay resultin collapse of the overall structure
systematic changes in shale nanoscale pore surface , producing more complex surface texturescausedsystematic changes in shale nanoscale pore surface , producing more complex surface textures
in all of the weight of the continuous main span coming to rest on the Koror sideresultingin all of the weight of the continuous main span coming to rest on the Koror side
in the necessity of shear reinforcementmay resultin the necessity of shear reinforcement
from corners of window / door openingsoriginatingfrom corners of window / door openings
files(passive) caused byfiles