Fatigue Behavior of Welded Aluminum Light Pole Support Details
Author:
Affiliation:
1. Research Assistant, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905. E-mail: diya@uakron.edu
2. Associate Professor, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905. E-mail: ccmenze@uakron.edu
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A12%281919%29
Reference13 articles.
1. AASHTO. (2001). “Standard specifications for structural supports for highway signs.” Luminaries and traffic signals 4th Ed. Washington D.C.
2. The Aluminum Association. (2005). “Specifications and guidelines for aluminum structures.” Aluminum design manual 7th Ed. Washington D.C.
3. ANSYS Inc. (2004). ANSYS release 9.0 Swanson Analysis Houston.
4. Azzam D. and Menzemer C. C. (2006). “Residual stress measurement of welded aluminum light pole supports.” J. Struct. Eng.JSENDH0733-9445 in press.
5. Thin stainless steel sandwich structural panels all welded by laser technology: residual stress measurements by the hole-drilling strain-gage method
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