Structural Properties of Steels Subjected to Multiple Cycles of Damage Followed by Heating Repair

Author:

Kowalkowski Keith J.12,Varma Amit H.12

Affiliation:

1. Structural Engineer, Ruby and Associates, P.C. 30445, Northwestern Highway, Suite 310, Farmington Hills, MI 48334; formerly, Research Assistant, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Drive, West Lafayette, IN 47907. E-mail: kowalkowski@rubyusa.com

2. Assistant Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: ahvarma@purdue.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. AASHTO. (2004). AASHTO LRFD bridge design specifications 3rd Ed. Washington D.C.

2. American Society for Metals (ASM). (1977). Atlas of isothermal transformation and continuous cooling diagrams Metals Park Ohio.

3. ASTM. (1999a). “Standard test methods and definitions for mechanical testing of steel products.” A 370-97a West Conshohocken Pa.

4. ASTM. (1999b). “Standard test methods and definitions for mechanical testing of steel products.” E 23 West Conshohocken Pa.

5. ASTM. (1999c). “Standard test methods for rockwell hardness and rockwell superficial hardness of metallic materials.” E 18 West Conshohocken Pa.

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4. Effects of Multiple Damage-Heat Straightening Repairs on Steel Beams;Transportation Research Record: Journal of the Transportation Research Board;2007-01

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