首页|RC板在连续冲击下的数值模拟研究

RC板在连续冲击下的数值模拟研究

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基于LS-DYNA中的显示动力程序,对受连续冲击荷载作用的钢筋混凝土(RC)板进行了动力响应研究.首先,通过与已有试验冲击结果对比,证实了所建立有限元模型的可靠性.其次,利用程序的重启动功能,实现落锤对RC板的连续冲击,研究了不同钢筋强度等级下板的能量随时间变化曲线、跨中位移变化规律以及板厚对冲击响应的影响.结果表明,提高钢筋强度等级,可减小板的跨中挠度,但高强度钢筋(HRB400)对板的能量耗散能力没有明显影响;增加板厚,可明显提高RC板的冲击力峰值,改善板的抗冲击性能.
Numerical simulation study of RC slabs under continuous impact
The dynamic response of reinforced concrete(RC)slabs under continuous impact loading was investi-gated based on the LS-DYNA explicit dynamics program.First,by comparing the obtained results with the experimen-tal data from previous tests,the feasibility of the established finite element model was confirmed.Then,the continuous impact of drop hammer on RC slabs was realized by using the restart function of the program,and the energy versus time curves and mid-span displacement changes of the slabs under different steel strength levels were studied,as well as the influence of slab thickness on impact response.It was found that increasing the steel reinforcement strength could reduce the mid-span deflection,however,high-strength steel reinforcement(HRB400)did not significantly affect the energy dissipation capacity of the slabs.Increasing slab thickness could significantly increase the peak impact force of RC slabs and improve their impact resistance.

RC slabscontinuous impactLS-DYNAimpact response

黄晓欣、刘宇航、邓嘉瑞、何勇

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昆明理工大学建筑工程学院,云南 昆明 650500

中国水利水电第十四工程局有限公司,云南 昆明 650041

云南省地震局,云南 昆明 650224

RC板 连续冲击 LS-DYNA 冲击响应

2025

工业安全与环保
中钢集团武汉安全环保研究院有限公司

工业安全与环保

影响因子:0.44
ISSN:1001-425X
年,卷(期):2025.51(1)