Nicknamed the silver bridge due to the aluminium paint used
Eye bar suspension bridge – relatively new concept
On the 5 /12/1967 the bridge collapsed during rush hour traffic
Bridge “disappeared”- only took one minute to fall
46 killed and 9 injured
Memorial bridge built…… as a cantilever structure.
Eye-bar chain suspension bridge
Eye bars were not redundant-unusual –links only composed of two bars each
Heat rolled carbon steel used – twice tensile strength of common mild steel
Suspension bridge supported by two rocker towers
Rocker towers supported by eye-bar connection
Catastrophic failure-one minor flaw
Combination of stress-cracking-corrosion
Subjected to tensile stress in a corrosive environment
Metal parts with severe SCC can appear bright and shiny – filled with microscopic cracks – undetected prior to failure
Freezing conditions-member susceptible to brittle fracture
Combination of high loading + reduced toughness of steel caused brittle failure
Failure of eye-bar – separation from pin-asymmetric load on pin caused twist-single eye-bar vibrated off pin
Rocker tower now destabilised-toppled
Bridge deck twisted- pulling other rocker tower down
Complete structural collapse
Attention focused on older bridges built in same fashion
One upstream of silver bridge and one in Brazil – built by same company-both immediately closed
Point Pleasant disaster jumpstarted bridge safetynational bridge inspection standards introduced
Quality assurance-quality level of bridge – how its designed for loading
Every bridge now inspected every 2 years
Over 1,000,000 bridges in America- all checked in accordance to new guidelines
Similarly designed bridges –replaced with new modern bridges
Quality control- quality of inspection and loading-
2 nd check
ALWAYS include some type of redundancy- safety net for underestimated loads
All structures should be designed so that all members can be easily inspected + maintained
Designed with future in mind
Increase in weight of car – new models
Increase in traffic – threefold
Thank you