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Robert L. and Terry L. Bowen Laboratory for Large-Scale Civil Engineering Research
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  1. AASHTO Fracture Control Plan and Revisions to LRFD Fatigue Design Specifications AASHTO Fracture Control Plan and Revisions to LRFD Fatigue Design Specifications

    Primarily in response to failures during the late 1960's and 1970's, the material, design, fabrication, shop inspection, and in-service inspection requirements ...

    Located in Projects / All
  2. Fatigue Cracking and Inspection of High-mast Lighting Towers Fatigue Cracking and Inspection of High-mast Lighting Towers

    Recent failures of high-mast lighting towers in several states have raised questions as to the robustness and safety of the existing inventory of similar ...

    Located in Projects / All
  3. Response of Fire Loading on Multi-story Continuous Steel Columns Response of Fire Loading on Multi-story Continuous Steel Columns

    This project investigates the inelastic buckling analysis of continuous steel wide flange gravity columns under partial fire loading. During a fire event, ...

    Located in Projects / All
  4. Structural Integrity of Steel Gravity Framing Systems - Purdue Slab Component Tests Structural Integrity of Steel Gravity Framing Systems - Purdue Slab Component Tests

    Component tests on the concrete slab on metal deck include uniaxial tests to evaluate behavior in both orthogonal directions with respect to the deck ...

    Located in Projects / All
  5. Laboratory Testing of Railroad Flatcars For Use as Highway Bridges on Low-Volume Roads to Determine Ultimate Strength and Redundancy Laboratory Testing of Railroad Flatcars For Use as Highway Bridges on Low-Volume Roads to Determine Ultimate Strength and Redundancy

    Several counties in Indiana use retired railroad flatcars for a bridge superstructure to replace existing deteriorating county bridges. There are over 130 ...

    Located in Projects / All
  6. Member-level Redundancy in Built-up Steel Members Member-level Redundancy in Built-up Steel Members

    The objective of this research is to quantify the redundancy possessed by built-up steel members (bolted or riveted). Typically, built-up members will not ...

    Located in Projects / All

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