Influence of Length-To-Diameter Ratio on Behavior of Concrete Cylindrical Hulls under Hydrostatic Loading: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Influence of Length-To-Diameter Ratio on Behavior of Concrete Cylindrical Hulls under Hydrostatic Loading

H. H. Haynes / R. J. Ross

Fourteen hollow concrete cylindrical hulls ranging in length from 8 to 128 inches and having an outside diameter of 16 inches and a wall thickness of 2 inches were subjected to hydrostatic loading to determine the effect of cylinder length-to-outside-diameter ratio (L/D o) on the implosion pressure and strain behavior, and the distance from the edge of the cylinder in which radial displacement was influenced by the end closure. Hemispherical end closures were joined to the cylinders with epoxy, silicone rubber, or steel dowel pins and epoxy. The uniaxial compressive strength of the concrete averaged approximately 9,500 psi. (Author)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Influence of Length-To-Diameter Ratio on Behavior of Concrete Cylindrical Hulls under Hydrostatic Loading

H. H. Haynes / R. J. Ross

Fourteen hollow concrete cylindrical hulls ranging in length from 8 to 128 inches and having an outside diameter of 16 inches and a wall thickness of 2 inches were subjected to hydrostatic loading to determine the effect of cylinder length-to-outside-diameter ratio (L/D o) on the implosion pressure and strain behavior, and the distance from the edge of the cylinder in which radial displacement was influenced by the end closure. Hemispherical end closures were joined to the cylinders with epoxy, silicone rubber, or steel dowel pins and epoxy. The uniaxial compressive strength of the concrete averaged approximately 9,500 psi. (Author)

Influence of Length-To-Diameter Ratio on Behavior of Concrete Cylindrical Hulls under Hydrostatic Loading

H. H. Haynes / R. J. Ross

Fourteen hollow concrete cylindrical hulls ranging in length from 8 to 128 inches and having an outside diameter of 16 inches and a wall thickness of 2 inches were subjected to hydrostatic loading to determine the effect of cylinder length-to-outside-diameter ratio (L/D o) on the implosion pressure and strain behavior, and the distance from the edge of the cylinder in which radial displacement was influenced by the end closure. Hemispherical end closures were joined to the cylinders with epoxy, silicone rubber, or steel dowel pins and epoxy. The uniaxial compressive strength of the concrete averaged approximately 9,500 psi. (Author)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Influence of Length-To-Diameter Ratio on Behavior of Concrete Cylindrical Hulls under Hydrostatic Loading

Contributors:

H. H. Haynes (author) / R. J. Ross (author)

Publication date:

1970

Size:

55 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Marine Engineering , Hulls(Marine) , Concrete , Hydrostatic tests , Underwater equipment , Cylindrical bodies , Structural shells , Hydrostatic pressure , Manufacturing methods , Casting , Stresses , Structural properties , Test methods , Underwater structures , Concrete hulls , Implosions

Similar titles

Behavior of spherical concrete hulls under hydrostatic loading -- 2

Stachiw, J.D. | Engineering Index Backfile | 1967

Behavior of spherical concrete hulls under hydrostatic loading -- 1

Stachiw, J.D. / Gray, K.O. | Engineering Index Backfile | 1967

Influence of End-Closure Stiffness on Behavior of Concrete Cylindrical Hulls Subjected to Hydrostatic Loading

L. F. Kahn | NTIS | 1971

Polymer-Impregnated Concrete Spherical Hulls under Hydrostatic Loading

H. H. Haynes / N. D. Albertsen | NTIS | 1971

Behavior of Spherical Concrete Hulls under Hydrostatic Loading. Part II. Effect of Penetrations

J. D. Stachiw | NTIS | 1967