Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Results of full scale column tests on 80 ft long concentrically loaded concrete piles; included are 32 tests of 12 separate concrete specimens, 3 each of 4 different types; test data on 3 steel bearing piles are given for comparison; test results on concrete specimens are compared to theoretically predicted buckling loads determined by employing Engesser's tangent modulus in generalized Euler equation and using test determined effective lengths.
Results of full scale column tests on 80 ft long concentrically loaded concrete piles; included are 32 tests of 12 separate concrete specimens, 3 each of 4 different types; test data on 3 steel bearing piles are given for comparison; test results on concrete specimens are compared to theoretically predicted buckling loads determined by employing Engesser's tangent modulus in generalized Euler equation and using test determined effective lengths.
Column strength of long piles
Am Concrete Inst -- J
Hromadik, J.J. (Autor:in)
1962
22 pages
Aufsatz (Zeitschrift)
Englisch
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