Proposed Revisions to the Current Charpy V-Notch Requirements for Structural Steel Used in U.S. Bridges-Reference-Cited by-同舟云学术

Proposed Revisions to the Current Charpy V-Notch Requirements for Structural Steel Used in U.S. Bridges

Published:2014-01 Issue:1 Volume:19 Page:131-140
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Altstadt Steven¹,Wright William²,Connor Robert³

Affiliation:

1. Associate, Stress Engineering Services, Inc., 13610 Westland East Blvd., Houston, TX 77041 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.

3. Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000486

Reference53 articles.

1. Altstadt S. A. (2008). “A deterministic damage tolerant design procedure for fracture critical members in steel bridges.” Ph.D. thesis Purdue Univ. West Lafayette IN.

2. AASHTO. (2007). AASHTO LRFD bridge design specifications 4th Ed. Washington DC.

3. American Petroleum Institute (API). (2005a). “Recommended practice for planning designing and constructing fixed offshore platforms—Working stress design.” API RP 2A-WSD Washington DC.

4. American Petroleum Institute (API). (2005b). “Recommended practice for preproduction qualification for steel plates for offshore structures.” API RP 2Z Washington DC.

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