Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Overload behavior of pretensioned prestressed concrete I-beams with web reinforcement
Results of ultimate static strength tests on 18 I-beams are presented; principal variables in test program were shear-span-to-effective-depth ratio, which varied between 2.54 and 6.34, and percentage of web reinforcement; beams had oa depth of 18 in, and majority of tests were conducted on shear-span-to-effective-depth ratio of 3.39, for which web reinforcement percentage was varied from 0 to 1.22; behavior of test beams under overloads to failure is discussed in detail.
Overload behavior of pretensioned prestressed concrete I-beams with web reinforcement
Results of ultimate static strength tests on 18 I-beams are presented; principal variables in test program were shear-span-to-effective-depth ratio, which varied between 2.54 and 6.34, and percentage of web reinforcement; beams had oa depth of 18 in, and majority of tests were conducted on shear-span-to-effective-depth ratio of 3.39, for which web reinforcement percentage was varied from 0 to 1.22; behavior of test beams under overloads to failure is discussed in detail.
Overload behavior of pretensioned prestressed concrete I-beams with web reinforcement
Nat Research Council -- Highway Research Board -- Research Rec
Hanson, J.M. (Autor:in) / Hulsbos, C.L. (Autor:in)
1965
31 pages
Aufsatz (Zeitschrift)
Englisch
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