摘要:
水下爆炸冲击波荷载具有显著的变异性和不确定性,经典确定性经验模型因忽略该特性导致计算结果与实测数据存在偏差。本文通过收集682组水下爆炸试验数据,对爆炸荷载表征参数(压力峰值pm、时间常数θ、冲量I及冲击波比能密度es)进行不确定性分析,构建融合Cole经验模型的贝叶斯概率模型,采用贝叶斯推断校准参数,实现冲击波荷载的概率化表征。结果表明:Cole模型的计算参数变异系数介于0.03-0.48之间,模型误差变异系数介于0.19-0.38之间,其中仅pm模型误差呈现正态分布,θ、I及es模型误差呈现偏态分布,且模型误差随比例爆距增加趋于稳定;贝叶斯概率模型能够有效表征水下爆炸冲击波荷载的不确定性,贝叶斯推断方法能够在有限试验样本条件下提升参数估计精度,降低模型不确定性,在保证模型一定精度的条件下兼顾了试验成本与效率,概率模型表征为水下结构抗爆可靠性设计提供了考虑荷载变异性的随机输入,为工程风险评估提供更全面的信息。
Abstract:
Underwater explosion shock wave loads exhibit significant variability and uncertainty in their physical characteristics. Classical deterministic empirical models such as the Cole formula neglect these attributes, leading to marked discrepancies between computed outcomes and experimental measurements. This investigation analyzes 682 sets of underwater explosion test data to quantify uncertainties in key blast load parameters: peak pressure(pm), time constant(θ), impulse(I), and specific shock wave energy density(es). A Bayesian probabilistic framework integrating Cole’s empirical model was developed, with parameters calibrated through Bayesian inference to enable probabilistic characterization of shock wave loads. The results demonstrate that Model parameters exhibit variation coefficients of 0.03–0.48, while modeling errors demonstrate coefficients spanning 0.19–0.38. Only pm modeling errors follow approximately normal distribution, while θ, I, and es errors manifest skewed distributions. Remarkably, all modeling errors stabilize significantly with increasing scaled distance. The Bayesian probabilistic approach demonstrates superior sample efficiency in engineering applications. As sample sizes increase, posterior variances for θ, pm, I, and es parameters exhibit systematic contraction. Sampling optimization thresholds were identified: θ, I, es models achieve optimal accuracy at 20% data usage, while pm models require 30–60% sampling. Despite minimal Cov fluctuation in most models under varying samples, es Bayesian models displayed significant Cov reduction compared to Cole's baseline. The developed Bayesian model comprehensively characterizes blast load uncertainty through joint point estimates and uncertainty quantification, surpassing Cole’s prior model. This approach generates stochastic input fields accommodating load variability for blast-resistant structural reliability designs. The extensible modeling framework facilitates probabilistic risk assessment across diverse explosion scenarios, providing enhanced information completeness for engineering decision-making. Methodologically, Bayesian inference achieves improved parameter estimation accuracy under limited experimental data conditions while effectively controlling model uncertainty. The probabilistic characterization demonstrates practical utility by balancing computational precision with experimental resource optimization requirements.