A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Behavior of mortar filled steel tubes in compression
Elastic and inelastic behavior of mortar filled tubes, used as structure columns, was investigated; work was restricted to seamless tubes ranging from 1 to 3 in. in diam; experimental values of ultimate axial load capacities were compared to theoretical values obtained from tangent modulus formula, and corresponding empty tubes were tested to provide basis for comparison of strength between empty and filled tubes.
Behavior of mortar filled steel tubes in compression
Elastic and inelastic behavior of mortar filled tubes, used as structure columns, was investigated; work was restricted to seamless tubes ranging from 1 to 3 in. in diam; experimental values of ultimate axial load capacities were compared to theoretical values obtained from tangent modulus formula, and corresponding empty tubes were tested to provide basis for comparison of strength between empty and filled tubes.
Behavior of mortar filled steel tubes in compression
Am Concrete Inst -- J
Salani, H.J. (author) / Sims, J.R. (author)
1964
13 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Strengthening of steel members in compression by mortar-filled FRP tubes
| Online Contents | 2013
Axially Loaded Aerated Mortar-filled Steel Tubes
| British Library Online Contents | 2001
Structural and ultimate behaviour of two types of mortar filled steel tubes in compression
| British Library Conference Proceedings | 1994
Polymer concrete-filled steel tubes under axial compression
| Online Contents | 2001
Polymer concrete-filled steel tubes under axial compression
| British Library Online Contents | 2001