砌体墙爆炸动态响应的数值模拟方法比较研究

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中图分类号：0381 文献标志码：A 文章编号：2095-2945（2026）08-0097-04

Abstract：Masonrywalsshow diferentfailuremechanismsunder blastloading compared toconventionalloads.Numerical simulationhasbecomeanimportanttoolformasonryblastresistanceresearch.Thispaperreviewsthetheoreticalfoundationsof numericalsimulationformasonrywalsunderblastloading，summarizesnumericalmethodsbasedonempiricalformulas，finite elements，andfluid-structureouplinganalyzesitegral，discrete，andmultisalemodelingaroaches，comparesLoadBlastALE， andimpulsemethodsforblastloadapplication，andintroducesvalidationtechniques.Resultsshowthatdiscretemodeling with interfaceelementsbeterreflectsmasonrycrackingbehavior，andtheimpulsemethodhaseficiencyadvantagesinnearfieldblast analysis.

Keywords： masonry wal;blast loading; dynamic response; numerical simulation； method comparison

爆炸荷载作用时间短、峰值高、变化剧烈，砌体墙在此类荷载下的破坏机制与常规静力或地震荷载下显著不同。（剩余4430字）