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A platform for research: civil engineering, architecture and urbanism
Reinforced concrete rectangular columns in torsion
Twenty-five 5.5×7.5×38.5-in. rectangular under-reinforced concrete columns were tested to failure in vertical position under different combinations of axial load and torsional moments; axial load P and torque T were applied simultaneously in fixed P to T ratio till rupture; rupture criteria are analyzed, rupture surface defined, and equations to predict ultimate capacity presented; equations define load-torque interaction diagram; expression is given to evaluate unit twist at ultimate capacity. (03632)
Reinforced concrete rectangular columns in torsion
Twenty-five 5.5×7.5×38.5-in. rectangular under-reinforced concrete columns were tested to failure in vertical position under different combinations of axial load and torsional moments; axial load P and torque T were applied simultaneously in fixed P to T ratio till rupture; rupture criteria are analyzed, rupture surface defined, and equations to predict ultimate capacity presented; equations define load-torque interaction diagram; expression is given to evaluate unit twist at ultimate capacity. (03632)
Reinforced concrete rectangular columns in torsion
ASCE J Struct Div
Bishara, A. (author) / Peir, J.C. (author)
1968
21 pages
Article (Journal)
English
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