Quinnipiac River Bridge Cracking

by John W. Fisher, (F.ASCE), Prof. of Civ. Engrg. and Assoc. Dir.; Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.,
George R. Irwin, Adjunct Prof.; Mechanics, Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.,
Hans Hausammann, Research Asst.; Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.,
Alan W. Pense, Prof. and Chmn.; Metallurgy and Materials Engrg., Lehigh Univ., Bethlehem, Pa.,

Serial Information: Journal of the Structural Division, 1980, Vol. 106, Issue 4, Pg. 773-789

Document Type: Journal Paper

Discussion: Elkow Milton O. (See full record)
Closure: (See full record)

Abstract: A large crack was discovered in November l973 in a fascia girder of the suspended span of the Quinnipiac River Bridge near New Haven, Conn. Crack propagation was found to occur in different stages. Fatigue cracks were found to originate at lack of fusion areas in horizontal stiffener splices. After the crack penetrated the web thickness it resulted in brittle fracture of the web. Rapid crack growth was arrested in the flange. On basis of evidence available, brittle fracture occurred at temperatures between 10? F (-12? C) and -10? F (-23? C). Crack instability developed when the stress intensity at the crack tip reached the material fracture toughness. The fracture toughness was estimated from J-integral measurements and from Charpy V-notch test data. An increase in fracture toughness would not have appreciably affected the behavior of the girder. Random truck loading would have continued to grow the web crack in a stable manner until a critical crack length was eventually reached.

Subject Headings: Cracking | Webs (structure) | Toughness | Girder bridges | Rivers and streams | Brittleness | Suspension bridges | Span bridges |

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