The distribution and calculation of blast loading for I-shaped steel column subjected to explosion
YANG Taochun1,3, LU Yong2, LI Guoqiang1, CHEN Suwen1
1. School of Civil Engineering, Tongji University, Shanghai 200092, China;
2. School of Engineering, The University of Edinburgh, Edinburgh EH9 3JL, UK;
3. School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China;
Abstract:To investigate the characteristics of blast loading and the failure mode for I-shaped steel column under different explosion type, numerical calculation and test data are applied together. The time history of overpressure for different measuring points is analyzed in detail. The spatial distribution of blast loading for the steel column is evaluated. The results are showed that load on the flange width, when explosion along strong axis, can be assumed distributed. With the change of near, medium and far explosion type, load along vertical direction of steel columns were hyperbolic, trapezoidal and rectangular distribution respectively. The peak load can be determined according to test data in TM5-855. Load on web, when explosion along weak axis, can be assumed distributed while triangular distribution on flange. The peak load can be determined according to the product of test data in TM5-855 and corresponding amplification factor. The response of steel columns is significantly affected by the characteristic of blast loading. With the increases of explosion distance, local damage transformed to overall failure for the steel column.
杨涛春,3, 陆勇2,李国强1,陈素文1. 工字形钢柱的爆炸作用分布特征与计算研究[J]. 振动与冲击, 2016, 35(5): 27-38.
YANG Taochun1,3, LU Yong2, LI Guoqiang1, CHEN Suwen1. The distribution and calculation of blast loading for I-shaped steel column subjected to explosion. JOURNAL OF VIBRATION AND SHOCK, 2016, 35(5): 27-38.
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