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Multi-Scale Simulation of Low-Triaxiality Fracture and Ultra Low Cycle Fatigue in Steel Structures
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Column Splice Specimen 14C: PJP Flange Welds with Bolted Web
Dates: August 03, 2012 - August 03, 2012
Description: This specimen features PJP groove welds in the flanges and a bolted web splice. The test objectives are to determine whether PJP-welded column splices have sufficient toughness and strength to resist demand incumbent upon column splices in SMRF system...
Facility: University of California, Berkeley, CA, United States


  Experiment-2: Column Splice Specimen 24A: PJP Flange Welds with PJP Web Weld
Dates: August 10, 2012 - August 10, 2012
Description: Specimen 24A joins a W24x370 & W24x279. Each flange has a single bevel PJP weld and the web has a singe bevel PJP weld.The test objectives are to determine whether PJP-welded column splices have sufficient toughness and strength to resist demand incumbent...
Facility: University of California, Berkeley, CA, United States


  Experiment-3: Column Splice Specimen 14A: PJP Flage Welds With Weld Access Holes and PJP Web Weld
Dates: August 17, 2012 - August 20, 2012
Description: Connection Joins a W14x730 & W14x550. The web had weld access holes and the flange groove welds were double beveled. The test objectives are to determine whether PJP-welded column splices have sufficient toughness and strength to resist demand incumbent...
Facility: University of California, Berkeley, CA, United States


  Experiment-4: Column Splice Specimen 14B: PJP Falnge Weld with End Returns and PJP Web Weld
Dates: August 28, 2012 - August 29, 2012
Description: This connnection joins a W14x455 & W14x342. The flange groove welds were single beveled with a weld return on the inner flange. The test objectives are to determine whether PJP-welded column splices have sufficient toughness and strength to resist demand...
Facility: University of California, Berkeley, CA, United States


  Experiment-5: Column Splice Specimen 24B: PJP Flange Welds with PJP Web Weld
Dates: September 06, 2012 - September 06, 2012
Description: Specimen 24A joins a W24x370 & W24x279. Each flange has a single bevel PJP weld and the web has a singe bevel PJP weld.The test objectives are to determine whether PJP-welded column splices have sufficient toughness and strength to resist demand incumbent...
Facility: University of California, Berkeley, CA, United States
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