Effect of Plasma Marking on the Fatigue Properties of Grade 50W Steel

Author:

Kesler Michael S.1,Feldtmann Peter2,George Edward S.3,Duke Steven M.4,Manuel Michele V.5

Affiliation:

1. Postdoctoral Researcher, Dept. of Materials Science and Engineering, Univ. of Florida, Gainesville, FL 32611.

2. Undergraduate, Dept. of Materials Science and Engineering, Univ. of Florida, Gainesville, FL 32611.

3. Professional Engineer, E&S Consulting, Inc., 124 Cll De Leon, St. Augustine, FL 32086.

4. Inspection Services Manager, Structural Steel, Coatings, and Timber, State Materials Office, Florida Dept. of Transportation, 5007 Northeast 39th Ave., Gainesville, FL 32609.

5. Associate Professor, Dept. of Materials Science and Engineering, Univ. of Florida, Gainesville, FL 32611 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. AASHTO. (2015). “LRFD bridge design specifications.” Fatigue Category A requires rolled or cleaned surfaces Washington DC.

2. ASTM. (2011a). “Standard specification for general requirements for rolled structural steel bars plates shapes and sheet piling.” ASTM A6-A6M West Conshohocken PA.

3. ASTM. (2011b). “Standard specification for structural steel for bridges.” ASTM A70-A709M West Conshohocken PA.

4. ASTM. (2011c). “Standard test methods for tension testing of metallic materials.” ASTM E8-E8M West Conshohocken PA.

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