摘要:
如何高效地实现对试件的平面波加载,是爆炸荷载模拟装置设计的核心技术问题之一。为研发安全、经济、可重复使用的爆炸荷载模拟装置,基于现有试验装置、大尺寸激波管试验数据与LS-DYNA软件,建立了装置内爆炸波传播的数值模型,提出了加载面处超压荷载的均匀性的定量评估方法,数值计算分析了扩大段形状、长度及整形段长度等参数对加载面冲击波超压分布均匀性的影响;并对扩大段与整形段的壁厚、环向加劲肋间距、高度等关键结构参数进行了数值优化,实现了激波管扩大段与整形段几何与结构的优化设计。研究表明:建立的爆炸波传播数值模型能够准确模拟冲击波的演化过程,计算结果与试验数据吻合良好;基于超压峰值和峰值到达时间误差等指标,实现了对加载面超压荷载均匀性的定量评价;在兼顾经济性的前提下,研发的爆炸荷载模拟装置扩大段采用上下对称的形式,长度为3 m,整形段长度可根据实际投入尽可能延长;以多次重复使用为目标,经数值计算确定扩大段与整形段壁厚为30 mm,环向加劲肋高度与间距均为150 mm。设计方案的有效性通过了试验验证,产生爆炸荷载及结构抗爆性能均符合要求,研发的装置可用于结构构件的抗爆试验。
Abstract:
Achieving efficient plane wave loading on the test specimen is one of key technical issues to be addressed in the design of blast load simulator. In order to develop a safe, economical, and reusable blast wave simulator, numerical simulations were conducted. Based on existing testing device, large-scale shock tube test data, and LS-DYNA software, the numerical models of blast wave propagation in blast wave simulators were established. A quantitative method for assessing the uniformity of overpressure load on the loading area was proposed. Numerical analyses were performed to investigate the influence of the shape and length of expansion sections and the length of conditioning sections on the uniformity of overpressure loads on the loading area. The wall thickness of expansion and conditioning sections and the spacing and height of stiffeners, were numerically optimized to achieve an optimal geometric and structural design. It is found that the established numerical model can reproduce the blast wave propagation accurately and the prediction results show good agreement with the testing data. Taking the errors of overpressure peak value and arriving time as factors, a quantitative evaluation method of overpressure load uniformity on the loading area is achieved. Considering the balance between technical and economic factors, the developed blast load simulator is designed with a symmetrically configured expansion section with a length of 3 m, while the conditioning section length can be extended as much as practically feasible depending on the investment. Based on the numerical results, the wall thickness of both the expansion and conditioning sections is determined to be 30 mm, while the height and spacing of the stiffeners are set at 150 mm, respectively. Experimental validation confirms that the design meets the requirements of the blast load and structural blast resistance, demonstrating the simulator suitable for component-level blast tests.