A platform for research: civil engineering, architecture and urbanism
Bond creep and shrinkage effects in reinforced concrete
Report on tests made at Ohio State University indicating that high stresses in steel which are indicated by plastic flow calculations are reduced considerably by possibility of bond creep, particularly at joints, knees, and similar complex situations where large proportion of steel bars are ended either at far sides or in splices. (See also Am Concrete Inst -- J v 10 n 2 Nov 1938 p 81-90)
Bond creep and shrinkage effects in reinforced concrete
Report on tests made at Ohio State University indicating that high stresses in steel which are indicated by plastic flow calculations are reduced considerably by possibility of bond creep, particularly at joints, knees, and similar complex situations where large proportion of steel bars are ended either at far sides or in splices. (See also Am Concrete Inst -- J v 10 n 2 Nov 1938 p 81-90)
Bond creep and shrinkage effects in reinforced concrete
Civ Eng (Lond)
Shank, J.R. (author)
1939
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Creep and shrinkage in reinforced concrete
Engineering Index Backfile | 1947
|Shrinkage and creep of reinforced concrete structures
Engineering Index Backfile | 1950
|Shrinkage and creep in reinforced concrete construction
Engineering Index Backfile | 1961
|Creep and shrinkage in reinforced concrete structures
Engineering Index Backfile | 1948
|Creep and Shrinkage of Reinforced Thin Shell Concrete
NTIS | 1969
|