| Autor: |
Hsiumg, Wayne, Frantz, Gregory C., Hsiumg, Wayne, Frantz, Gregory C. |
| Zdroj: |
Journal of Structural Engineering; February 1985, Vol. 111 Issue: 2 p353-362, 10p |
| Abstrakt: |
Shear tests of five approximately onethird scale models of large, reinforced concrete beams with shear reinforcement are examined to determine how varying web widths and different transverse stirrup distributions affect beam shear strength. Loaddeflection response, ultimate shear capacities, stirrup stresses, surface inclined crack widths, and internal crack widths are discussed. The results indicate that the shear capacity of a large reinforced concrete beam is not affected by the transverse spacing of stirrups across the web width. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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