钢筋混凝土端面重墙结构的抗爆性能规律

为研究钢筋混凝土端面重墙结构在爆炸冲击波下的抗爆性能,依据最大TNT当量为300 kg的现场试验,对D1、D2、D33种不同构型端面重墙的损伤破坏规律进行数值模拟研究.基于LS-DYNA有限元分析软件,建立流体和固体耦合数值模型,计算得到3种重墙房屋结构在爆炸冲击波作用下的破坏形态,并利用试验结果校正模型参数.进一步利...

On the Blast Resistance Performance of Large-scale Reinforced Concrete Wall

To study the performance of reinforced concrete blast resistant wall under explosion shock wave, the damage laws of D1, D2 and D3 walls are studied by numerical simulation based on the test with maximum TNT equivalent of 300 kg. Based on LS-DYNA finite element software, a fluid-solid coupling numerical model is applied to calculate the failure modes of the walls under explosion, and the model parameters are corrected according to the test results. ConWep algorithm is used to apply the explosive load, and the failure characteristics of the walls under different overpressures and impulse loads are simulated by controlling the charge mass and explosive distance. Based on the residual dip angle of blast resistant wall after explosion, the numerically calculated results are divided into three damage levels. The overpressure-impulse curve and the charge mass-explosive distance curve obtained by fitting can be used for designing the safety distance of burning explosive plant and the warehouse capacity, and estimating the degree of damage under accidental explosion. By comparing the overpressure-impulse curves of three configurations of walls, it is found that the blast resistance of small size D2 is the weakest; when the peak overpressure of explosion load is small, the blast resistance of D3 is similar to that of D1; and when the overpressure is large, the failure mode of D3 changes, and the overpressure-impulse curve has a tendency of right deviation.