A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Conditions for appearance of longitudinal cracks in concrete bridge bays under action of shrinkage stresses
Triaxial state of stress during hardening of reinforced concrete is discussed; emphasis is put on tensile stress which is responsible for longitudinal cracks in prestressed reinforced concrete; in order to protect concrete against loss of moisture at hardening, use of protective epoxy or polyurethane coatings is recommended.
Conditions for appearance of longitudinal cracks in concrete bridge bays under action of shrinkage stresses
Triaxial state of stress during hardening of reinforced concrete is discussed; emphasis is put on tensile stress which is responsible for longitudinal cracks in prestressed reinforced concrete; in order to protect concrete against loss of moisture at hardening, use of protective epoxy or polyurethane coatings is recommended.
Conditions for appearance of longitudinal cracks in concrete bridge bays under action of shrinkage stresses
Usloviya vozniknoveniya prodol'nykh treshchin v betone, etc
Pisanko, G.N. (author) / Shcherbakov, E.N. (author)
1965
6 pages
Article (Journal)
Russian
© Metadata Copyright Elsevier B. V. All rights reserved.
Study of Drying Shrinkage Mitigating Concrete Using Scaled Bridge Bays
| Springer Verlag | 2020
Shrinkage cracks in reinforced concrete tanks
| Engineering Index Backfile | 1935
Use of Polymer Grids to Control Shrinkage Cracks in Concrete Bridge Deck Slabs
| British Library Conference Proceedings | 1996