摘要
The concrete cap model constitutive parameters are obtained through the practice experimentation and numerical simulation. Based on the drop hammer and the explosion impact experimentation, the concrete cap model constitutive parameters have been calculated and the results have been corrected by numerical simulation. The calculation result is coincident with the explosion impact experimentation. That proves this experimental method can be used in testing the concrete constitutive parameters.
源语言 | 英语 |
---|---|
页(从-至) | 82-85 |
页数 | 4 |
期刊 | Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology |
卷 | 29 |
期 | SUPPL. 1 |
出版状态 | 已出版 - 4月 2009 |
指纹
探究 'Experimental study on concrete constitutive parameters' 的科研主题。它们共同构成独一无二的指纹。引用此
Chen, F., Zhang, H., Duan, Z. P., & Chen, D. P. (2009). Experimental study on concrete constitutive parameters. Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology, 29(SUPPL. 1), 82-85.