TNT埋爆载荷下700 MPa高强韧钢变形行为及仿真分析

以自主研发的新型高强韧700 MPa防爆钢(BR700钢)为研究对象,结合LS-DYNA模拟计算软件和正交试验设计对BR700钢抗爆轰过程进行研究。根据测得的准静态及动态拉伸力学性能,拟合出了BR700防爆钢的Johnson-Cook本构方程。通过实爆试验,研究了20 mm厚钢板在8 kg TNT埋爆载荷下的抗爆轰变形行为。建立了相关仿真模型,使用LS-DYNA模拟计算软件分析了其变形量、应力应变分布情况以及超压。在确保仿真模型准确的情况下,结合有限元分析以及正交试验设计,以钢板的变形量D为评定指标,通过极差分析计算了材料屈服强度A、应变硬化模量B、应变硬化指数n、应变速率常数C和失效应变FS等因素对抗爆轰性能影响规律。结果表明,在不考虑工装偏移的条件下,8 kg TNT埋爆载荷下钢的抗爆轰变形模拟计算结果可以准确地反映BR700钢的抗爆轰变形行为。模拟结果与实际爆炸后钢板变形量误差仅为7.7%。且根据模拟结果的超压分析,钢板因其良好的塑韧性起到了较好的吸能作用,有效削弱了爆炸冲击波的破坏。根据正交试验模拟结果,对爆炸后钢板变形量D而言,材料屈服强度A值影响程度最高,其次是应变硬化指数n值。材料强度提升可以大幅减小爆炸变形量,可以有效降低爆炸冲击对车辆和乘员的伤害。同时通过1100 MPa钢板爆炸试验验证了强度对抗爆轰变形的影响。

Comparison of vibrations induced by excavation of deep-buried cavern and open pit with method of bench blasting

The measured data of vibrations induced by excavation of deep-buried cavern and open pit with method of bench blasting were analyzed by Fourier Transform and Wavelet Transform,and the characteristics of vibrations induced under these two circumstances were studied.It is concluded that with the similar rock condition and drilling-blasting parameters,vibration induced by bench blasting in deep-buried cavern has a higher main frequency and more scattered energy distribution than that in open pit.The vibration induced by bench blasting in open pit is mainly originated from the blast load,while the vibration induced by bench blasting in deep-buried cavern is the superposition of vibrations induced by blast load and transient release of in-situ stress.The vibration induced by transient release of in-situ stress increases with the stress level.