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Developing Cost-Effective Rib-to-Deck Plate Connections for Steel Orthotropic Bridge Decks

 Developing Cost-Effective Rib-to-Deck Plate Connections for Steel Orthotropic Bridge Decks
Autor(en): ,
Beitrag für IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, veröffentlicht in , S. 550-551
DOI: 10.2749/222137815818357575
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Cost-effective rib-to-deck plate connections is the key to economic fabrication of steel orthotropic bridge decks. A partial joint penetration (PJP) groove weld with a 70~80% penetration and a tigh...
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Bibliografische Angaben

Autor(en): (ATLSS Center, Lehigh University, Bethlehem, PA, USA)
(ATLSS Center, Lehigh University, Bethlehem, PA, USA)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Veröffentlicht in:
Seite(n): 550-551 Anzahl der Seiten (im PDF): 2
Seite(n): 550-551
Anzahl der Seiten (im PDF): 2
Jahr: 2015
DOI: 10.2749/222137815818357575
Abstrakt:

Cost-effective rib-to-deck plate connections is the key to economic fabrication of steel orthotropic bridge decks. A partial joint penetration (PJP) groove weld with a 70~80% penetration and a tight fit-up gap (≤0,02 in.) are often specified for this connection. Efforts for optimizing fabrication parameters and destructive or non-destructive inspections for adequate penetration often increase the cost of fabrication. Recently, a research was conducted at Lehigh University, where the effect of different fabrication parameters were investigated, and the efficacy of modern Phased Array Ultrasonic Testing (PAUT) for inspecting the weld penetrations was evaluated. The research provided valuable insight into the critical fabrication parameters for developing cost- effective rib-to-deck plate connections and identified the limits of PAUT in consistent measurement of weld penetration.

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