Paper Title:
Experimental Research and Calculation Analysis on Shear Crack Load of Steel Reinforced Concrete T-Shaped Columns
| Periodical | Applied Mechanics and Materials (Volumes 166 - 169) |
|---|---|
| Main Theme | Progress in Structures |
| Edited by | Xingang Zhou, Mingjin Chu, Jinming Liu, Shuying Qu and Haitao Fan |
| Pages | 154-158 |
| DOI | 10.4028/www.scientific.net/AMM.166-169.154 |
| Citation | Jun Tao Li et al., 2012, Applied Mechanics and Materials, 166-169, 154 |
| Online since | May, 2012 |
| Authors | Jun Tao Li, Xiang Gang Zhang, Zopng Ping Chen |
| Keywords | Added Coefficient, Shear Crack, Steel Reinforced Concrete, T-Shaped |
| Price | US$ 28,- |
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Abstract
Based on the experiment of 8 steel reinforced concrete T-shaped columns specimens under monotonic static shear load, test value of shear crack load were obtained. Influence on shear crack load because of the shear span ratio, axial compression ratio and stirrup ratio was analyzed, the added coefficient θ of flange and α of steel were introduced. The calculation formula for shear cracking load was given. It is shown that shear cracking load reduces as the shear span ratio and increases with the axial compression ratio increases within a certain range, shear cracking load increases with stirrup ratio increasing, the calculated value of shear cracking load is in good agreement with the experimental data.
