Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Higher stresses practicable in rail-steel bars
Results of tests conducted at Iowa State College on 22 beams, 3 × 6 × 11 ft, tested under sustained static loading in dry air after 28 days of moist cooling followed by 2 or 5 mo in dry laboratory air prior to application of load to determine facts concerning use of high-elastic limit steel as reinforcement for concrete. Condensed from report of Highway Research Board.
Higher stresses practicable in rail-steel bars
Results of tests conducted at Iowa State College on 22 beams, 3 × 6 × 11 ft, tested under sustained static loading in dry air after 28 days of moist cooling followed by 2 or 5 mo in dry laboratory air prior to application of load to determine facts concerning use of high-elastic limit steel as reinforcement for concrete. Condensed from report of Highway Research Board.
Higher stresses practicable in rail-steel bars
Concrete
Gilkey, H.J. (Autor:in) / Ernst, G.C. (Autor:in)
Concrete ; 44
1936
2 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Rerolled steel rail reinforcing bars
| Engineering Index Backfile | 1913
Rail-steel bars for concrete reinforcement
Engineering Index Backfile | 1968
Distribution of residual stresses in reinforcing steel bars
| Elsevier | 2020