A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pilot tests on ultimate static strength of unsymmetrical plate girders
Eight ultimate load tests were performed on three 36-in. deep unsymmetrical plate girders; one girder was 25 ft long, two were 30 ft long; all girders contained same cross section; loading conditions employed were pure bending, dominant shear, and combined shear and bending; girder strengths under dominant shear were 18% higher than theoretical values; ultimate loads from bending tests were also higher than predicted; tests under combined high bending and high shear gave lower strengths than indicated by current ultimate strength interaction envelope. (00330)
Pilot tests on ultimate static strength of unsymmetrical plate girders
Eight ultimate load tests were performed on three 36-in. deep unsymmetrical plate girders; one girder was 25 ft long, two were 30 ft long; all girders contained same cross section; loading conditions employed were pure bending, dominant shear, and combined shear and bending; girder strengths under dominant shear were 18% higher than theoretical values; ultimate loads from bending tests were also higher than predicted; tests under combined high bending and high shear gave lower strengths than indicated by current ultimate strength interaction envelope. (00330)
Pilot tests on ultimate static strength of unsymmetrical plate girders
Lehigh Univ -- Dept Civ Eng -- Fritz Eng Lab Rep
Dimitri, J.R. (author) / Ostapenko, A. (author)
1968
84 pages
Article (Journal)
English
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Static tests on unsymmetrical plate girders main test series
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