Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High strength bars as concrete reinforcement -- 8
Control of flexural cracking in design is being studied as part of experimental investigation of high strength reinforcing steel; report concerns cracking on top surface of T-beams subjected to negative bending moments; using 1/4, 1/2, and full-scale specimens, similitude of cracking is evaluated and reliability of expressions for computation of crack width is discussed.
High strength bars as concrete reinforcement -- 8
Control of flexural cracking in design is being studied as part of experimental investigation of high strength reinforcing steel; report concerns cracking on top surface of T-beams subjected to negative bending moments; using 1/4, 1/2, and full-scale specimens, similitude of cracking is evaluated and reliability of expressions for computation of crack width is discussed.
High strength bars as concrete reinforcement -- 8
Portland Cement Assn -- Research Development Laboratories -- J
Kaar, P.H. (Autor:in)
1966
11 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
High strength bars as concrete reinforcement
| Engineering Index Backfile | 1961
High strength steel bars as concrete reinforcement
| Engineering Index Backfile | 1964
High-strength deformed steel bars for concrete reinforcement
| Engineering Index Backfile | 1960
High strength bars as concrete reinforcement -- 4. Control of cracking
| Engineering Index Backfile | 1963
Bond properties of deformed reinforcement bars in high strength concrete
| British Library Conference Proceedings | 1996