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Ultra-Low Cycle Fatigue and Fracture in Steel Structures
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Phase 4 Typical Test Setup

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Curation progress:

This project was originally curated in 2010 and enhanced in 2011. Metadata were reviewed and if necessary corrected, visualization files were added. Additional documentation if missing was supplemented. This project may contain files that were not contributed by the original research team during their project.

Complete - 08/31/2011

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PI(s): Amit Kanvinde
Dates: November 15, 2004 - February 27, 2009
Facility: University of California at Davis and Stanford University, CA, United States
University of California, Berkeley, CA, United States
Organization(s): University of California at Davis and Stanford University, CA, United States
University of California, Berkeley, CA, United States
University of California, Davis, CA, United States
Description:
During earthquakes structural elements such as bracing members undergo a phenomenom called Ultra-Low Cycle Fatigue (ULCF), which is characterized by very few (ack of suitable micro-scale models to simulate ULCF and the computational requirements necessary... (more)
Group Space: Project:Ultra-Low Cycle Fatigue and Fracture in Steel Structures
Report on Data Status: View Report
Equipment: View Details
Tools: inDEED
Publications:
Ben Fell, "Large-Scale Testing and Simulation of Earthquake-Induced Ultra Low Cycle Fatigue in Bracing Members Subjected to Cyclic Inelastic Buckling" (view)
Ivan Gomez; Gregory Deierlein; Amit Kanvinde, "Exposed Column Base Connections Subjected to Axial Compression and Flexure" (view)
Andrew Myers; Gregory Deierlein; Amit Kanvinde, "Testing and Probabilistic Simulation of Ductile Fracture Initiation in Structural Steel Components and Weldments" (view)
Documentation:
Analysis:
Images:
Project images not available.
Tags (keywords):
  1. Ultra-Low Cycle Fatigue
  2. Steel Structure
Data Re-use Status: This Project does not reuse data from other projects.