| Experimental Study on Shear Strength of High Strength Concrete Columns |
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| 作者姓名： | Li Liren Li Ming Zhi Yunfang Niu Shaoren |
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| 作者单位： | Faculty of Civil Engineering |
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| 摘 要： | On basis of the experiment on sixteen high strength concrete columns, their shear behaviors are analysed. The effects of shear-span ratio and axial compression ratio on failure behavior, cracking shear and shear strength are analysed. The authors have discussed the suitability of the design equations for shear strength in the code. This experimental study on shear strength of high strength concrete frame columns is the first one in this field at home and the results can be served as reference for the code of high strength concrete design.
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| 关 键 词： | s: high strength concrete shear span ratio axial compression ratio shear strength ultimate shear strength |
Experimental Study on Shear Strength of High Strength Concrete Columns |
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| Li Liren,Li Ming,Zhi Yunfang,Niu Shaoren.Experimental Study on Shear Strength of High Strength Concrete Columns[J].Storage & Process,1996(2):1-9. |
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| Authors: | Li Liren Li Ming Zhi Yunfang Niu Shaoren |
| |
| Institution: | Faculty of Civil Engineering |
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| Abstract: | On basis of the experiment on sixteen high strength concrete columns, their shear behaviors are analysed. The effects of shear-span ratio and axial compression ratio on failure behavior, cracking shear and shear strength are analysed. The authors have discussed the suitability of the design equations for shear strength in the code. This experimental study on shear strength of high strength concrete frame columns is the first one in this field at home and the results can be served as reference for the code of high strength concrete design. |
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| Keywords: | s: high strength concrete shear span ratio axial compression ratio shear strength ultimate shear strength |
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