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Stresses in reinforced concrete beams during transition from noncracked to cracked condition and subjected to bending loading by transversal force were studied; simplified analysis of statically indeterminate framework subjected to tension and pressure is based on frame analogy of E. Moersch; tests of diaphragm beam.
Stresses in reinforced concrete beams during transition from noncracked to cracked condition and subjected to bending loading by transversal force were studied; simplified analysis of statically indeterminate framework subjected to tension and pressure is based on frame analogy of E. Moersch; tests of diaphragm beam.
Stress redistributions in reinforced concrete beams
Spannungsumlagerungen im Stahlbetontraeger
Bay, H. (author)
1965
9 pages
Article (Journal)
German
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