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a chemical bondcould causeelectrogalvanic corrosion
by condensation(passive) caused byunderside corrosion
by moisture and dirt(passive) caused bycrevice corrosion
an electrical and mechanical bond ... a chemical bondcould causeelectrogalvanic corrosion
by the moisture or the like(passive) caused bycrevice corrosion
brackish water and other chloride(passive) caused bycrevice corrosion
through acidic conditions or a depletion of oxygen(passive) can be causedCrevice Corrosion
moistureleadsto crevice corrosion
Small defects in the coatingwill resultin crevice corrosion
corrosion of the mediacan causecrevice corrosion
Acidic conditions , or a depletion of oxygen in a crevicecan leadto crevice corrosion
by chloride(passive) caused bycrevice corrosion
the chloride(passive) caused bycrevice corrosion
dirt or particlesmay causecrevice corrosion
conditionsresultin crevice corrosion
by harsh marine environments(passive) caused bycrevice corrosion
harsh marine environments(passive) caused bycrevice corrosion
out of the system(passive) can be designedCrevice corrosion
these acidscan causecrevice corrosion
these acidsmay causecrevice corrosion
The crevice between stainless steel flangescan causecrevice corrosion
the two surfaceswill resultin crevice corrosion
like this(passive) is causedCrevice corrosion
by deposits(passive) caused bycrevice corrosion
deposits(passive) caused bycrevice corrosion
the aluminumcausingcrevice corrosion
chlorine particles(passive) is caused byPitted corrosion
this alloy couplingcould ... causecrevice corrosion
The lack of a proper corrosion preventative material ... in turncould leadto crevice corrosion
by hydrogen sulfide ( H2S(passive) caused bybiogenic corrosion
hydrogen sulfide ( H2S(passive) caused bybiogenic corrosion
oxygen depletioncausingcrevice corrosion
by chlorides such as brackish seawater(passive) caused bycrevice corrosion
chlorine particles , and formicary corrosion , which is caused by formaldehyde(passive) is caused byPitted corrosion
pittingleadsto crevice corrosion
the presence of small crevices within the fastener(passive) is caused byCrevice corrosion
the gapcausescrevice corrosion
crevices ... andleadto crevice corrosion
crevicesleadto crevice corrosion
Gapsleadto crevice corrosion
to Corrosion Control Industryleadto Corrosion Control Industry
rapid wall loss to the pipecausesrapid wall loss to the pipe
to stress corrosion cracking and corrosionleadsto stress corrosion cracking and corrosion
to stress corrosion cracking and corrosion fatigueleadsto stress corrosion cracking and corrosion fatigue
rapid wall losscausesrapid wall loss
The failure(passive) was caused byThe failure
this failurecould causethis failure
failurewill causefailure
pitting and/or loss of the metal components , which can lead to failure or premature removal and replacement of the componentscausespitting and/or loss of the metal components , which can lead to failure or premature removal and replacement of the components
to sudden failureleadingto sudden failure
a catastrophic failure with very little loss of materialcan causea catastrophic failure with very little loss of material
to fitting failureleadingto fitting failure
premature failuresmight causepremature failures
premature failurescould ... causepremature failures
in premature failurescan resultin premature failures
premature failuresmay causepremature failures
premature failurescan causepremature failures
dangerous leakscan ... causedangerous leaks
the damage(passive) caused bythe damage
out of the systemcan be designedout of the system
premature failures in roofingcan causepremature failures in roofing
in premature failures in roofingcan resultin premature failures in roofing
to problemswill leadto problems
to failure of critical parts of boiler systems , deposition of corrosion products in critical heat exchange areas , and overall efficiency losscan leadto failure of critical parts of boiler systems , deposition of corrosion products in critical heat exchange areas , and overall efficiency loss
contaminants in servicecould contributecontaminants in service
to potential failure of critical components ( pipework , heat exchangers ) and precipitation of lost metal on heat exchange surfaces , leading to a loss of efficiencyleadingto potential failure of critical components ( pipework , heat exchangers ) and precipitation of lost metal on heat exchange surfaces , leading to a loss of efficiency
both pinhole leaks and stress cracking in metal componentscausesboth pinhole leaks and stress cracking in metal components
to metal loss that can result in critical system failures in heat exchangers , recirculating water piping , and process cooling equipmentleadsto metal loss that can result in critical system failures in heat exchangers , recirculating water piping , and process cooling equipment
in servicecould contributein service
to possible equipment failure and systems leakagesleadingto possible equipment failure and systems leakages
to leaks as well as serious pipe damageleadsto leaks as well as serious pipe damage
the leaks(passive) are caused bythe leaks
to cracks and leaks that release water and lead to water damagecan leadto cracks and leaks that release water and lead to water damage
to rust , leaks , and tank failureleadsto rust , leaks , and tank failure
stainless steel chainplate failures(passive) caused bystainless steel chainplate failures
stainless steel chainplate failures(passive) caused bystainless steel chainplate failures
to perforationcan leadto perforation
to corrosion - fatigue and stress - corrosion - cracking failures during operationmight leadto corrosion - fatigue and stress - corrosion - cracking failures during operation
to failure of critical parts of boiler systems , deposition of corrosion products in critical heat exchange areas , and overall efficiencycan leadto failure of critical parts of boiler systems , deposition of corrosion products in critical heat exchange areas , and overall efficiency
section loss in steel members and concrete reinforcement , which leads to strength degradation and increases the likelihood of bridge failurecan causesection loss in steel members and concrete reinforcement , which leads to strength degradation and increases the likelihood of bridge failure