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as pulling rope(passive) is specially designedAnti - twisting galvanised steel wire rope , braided from 8/12/18 steel strands of high tensile strength
for low profile scale and process applications(passive) is designedShear Beam Load Cells ( single ended ) shear beam
for low - profile scales and platform , hopper and tank weighing applications(passive) is designedSQB Alloy Steel shear beam load cell
for low - profile scales and platform , hopper and tank weighing applications(passive) is designedAlloy Steel shear beam load cell
Computerdesignedfabricated steel beams incorporated with high tensile strength Jr.
melt electrospinningresultsin micron diameter fibers , the path of the electrified jet in melt
a thick monofilament fiberdesignedto replace steel mesh or steel fibers in concrete
that should be consideredwhen designingoverhead power lines utilizing fiber - reinforced polymer ( FRP ) poles
for low profile scale and process applications(passive) are designedShear beam load cells
The mechanismsleadto shear failure of longitudinally reinforced concrete beams
to measure the high accuracy result while applying unusual loads also(passive) are specially designedShear beam load cells
for center mounting and double link loading(passive) is designedshear beam load cells
for center mounting and double link loading(passive) are designedshear beam load cells
why we combineleadinghigh performance steel fibres with concrete
The forcecausesshear deformation to occur in the shear plane
in high accuracy (passive) are designedshear beam load cells
in high accuracy(passive) are designedShear Beam load cells
The press boxcomposedof steel sheets welded to rigid steel frames
specifically(passive) are ... designedHOOKED END steel fibers
specifically for high accuracy applications in tank and vessel weighing(passive) are designedNB2 shear beam load cells
The tough hopper and grilldesignedfor work with steel fibres
high tensilepaintedsteel strapping , high tensile
a fiber - optic cablecomposedof Kevlar aramid yarn , steel strands
The main objective of this projectis designingprecast elements in steel fibre
not milledto causecuts on the steel fibers
This researchleadto the use of high - tensile strength fibers mixed into the asphalt
the theoretical yield torquewill causeshear yielding of the extreme fibers
a steel cordcomposedof stranded steel fibers
to provide concrete with temperature and shrink crack control , enhance flexural reinforcement , improve shear strength and increase the crack resistance of concrete(passive) are designedsteel fibers
for use in UHPC applications(passive) are designed exclusivelysteel fibers
by Bekaert(passive) invented by steel fibers
by Bekaert(passive) invented bysteel fibers
Bekaert(passive) invented bysteel fibers
designedto causeshearing of the shear bolt
a violent separationresultedin the shear pins ... shearing
a moisture profilecausesthe fibers to shear
Permanent terminationspecially designedfor compacted steel wire ropes
the cracking behavior and ultimate strength of deep beamssignificantly influencedthe cracking behavior and ultimate strength of deep beams
to a considerable improvement in mechanical properties of concreteledto a considerable improvement in mechanical properties of concrete
for crane scale and hanging scale applicationsdesignedfor crane scale and hanging scale applications
in an increase in stiffnessresultedin an increase in stiffness
to bend on impact rather than to shear or snapare designedto bend on impact rather than to shear or snap
not to snap off on impactdesignednot to snap off on impact
The mix(passive) was designedThe mix
in extremely impermeable and crack - resistant materialresultingin extremely impermeable and crack - resistant material
on both sidespaintedon both sides
on both sidespaintedon both sides
towardscontributetowards
for process weighing applicationsspecifically designedfor process weighing applications
Five to seven cracks(passive) have been discoveredFive to seven cracks
> Five to seven cracks(passive) have been discovered> Five to seven cracks
Five to seven cracks(passive) have been discoveredFive to seven cracks
With the increase of the span - depth ratio , the additional deflection(passive) caused byWith the increase of the span - depth ratio , the additional deflection
With the increase of the span - depth ratio , the additional deflection(passive) caused byWith the increase of the span - depth ratio , the additional deflection
All of these units(passive) are designedAll of these units
The tunnel lining(passive) is composedThe tunnel lining
to prevent cracking of concreteis designedto prevent cracking of concrete
> breakagecausing> breakage
the inclined tension stresses(passive) are caused bythe inclined tension stresses
in the breaking of the hydrogels into small isotropic disconnected aggregates ( junction strength > fibre cohesive strength ) or 2resultingin the breaking of the hydrogels into small isotropic disconnected aggregates ( junction strength > fibre cohesive strength ) or 2
rust markscan causerust marks
High Durability Scissors(passive) were designedHigh Durability Scissors
in an increase of dead volumecould resultin an increase of dead volume
the defects(passive) normally caused bythe defects
the defects(passive) normally caused bythe defects
rust depositscauserust deposits
a reduction in slumpmay causea reduction in slump
for that purposedesignedfor that purpose
concrete workability less as compared to polypropylene onesinfluencedconcrete workability less as compared to polypropylene ones
Xuron shears(passive) were designedXuron shears
to causing less damage during high - level ground motioncontributedto causing less damage during high - level ground motion
for higher shear strengths but lesser workabilitycontributedfor higher shear strengths but lesser workability
in a couple of different wayscan be designedin a couple of different ways
to produce steel fiberdesignedto produce steel fiber