A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Spirally-Reinforced High-Strength Concrete Columns
An experimental investigation was undertaken to establish the response of high-strength concrete confined in steel spirals when subjected to short-term monotonic concentric loading. The main variables studied were the compressive strength and density of the concrete, amount of confinement, and specimen size. The program included a total of 94 short columns, most of which were cast without a concrete cover over the spiral steel. A reduced number of specimens was designed to model geometrically a full-sized spirally-reinforced column to study the nature of the failure of their protective cover.
Spirally-Reinforced High-Strength Concrete Columns
An experimental investigation was undertaken to establish the response of high-strength concrete confined in steel spirals when subjected to short-term monotonic concentric loading. The main variables studied were the compressive strength and density of the concrete, amount of confinement, and specimen size. The program included a total of 94 short columns, most of which were cast without a concrete cover over the spiral steel. A reduced number of specimens was designed to model geometrically a full-sized spirally-reinforced column to study the nature of the failure of their protective cover.
Spirally-Reinforced High-Strength Concrete Columns
S. M. Morales (author)
1982
273 pages
Report
No indication
English
Strength and ductility of spirally reinforced rectangular concrete columns
| British Library Online Contents | 1998
Strength and ductility of spirally reinforced rectangular concrete columns
| Online Contents | 1998
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| Online Contents | 1997
94-S28 Axial Load Behavior of Large-Scale Spirally-Reinforced High- Strength Concrete Columns
| Online Contents | 1998