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| 爆炸荷载线性强化抗力模型梁构件动力系数研究 |
| Study on dynamic coefficient of beam members with linear hardening resistance model under blast load |
| 投稿时间：2023-03-14 修订日期：2023-05-06 |
| DOI： |
| 中文关键词: 线性强化抗力模型 爆炸荷载 动力系数 延性比 梁构件 |
| 英文关键词:Linear hardening resistance model Blast load Dynamic coefficient Ductility ratio Beam member |
| 基金项目: |
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| 中文摘要: |
| 目前梁构件抗爆设计动力系数计算常采用理想弹塑性抗力模型，制约着塑性强化抗力构件的精细化抗爆设计。为解决线性强化抗力类型梁构件的爆炸作用动力系数计算问题，由抗力强化系数和阻尼比数值大小关系，分三种情况推导了柔性、刚性两类构件关于延性比的动力系数解析解。通过有限元分析及规范对比算例表明：所推导理论公式精度较高，与抗爆设计规范公式计算结果趋势相似；延性比为1时，抗力强化系数与动力系数无关；延性比大于1且抗力强化系数小于0.01时，可忽略抗力强化系数的影响；延性比大于2时，需考虑阻尼参数后完成抗爆设计分析；延性比大于3时且抗力强化系数大于0.1时，线性强化抗力模型具有较好经济效益。 |
| 英文摘要: |
| The ideal elastic-plastic resistance model extensively is used in the calculation of dynamic coefficients for beam members subjected to blast load. This conventional model restricts the refined analysis of blast resistant beam members with linear hardening resistance. In order to solve the dynamic coefficient of beam members with linear hardening resistance, according to the numerical relationship between resistance hardening coefficient and damping ratio, the analytical solutions of dynamic coefficient based on the ductility ratio of flexible and rigid beam members are deduced in three cases. The results of finite element analysis and specification comparison show that the derived theoretical formula has high accuracy and similar trend to the calculation results from blast resistant design specification formula. When the ductility ratio is 1, the hardening coefficient of resistance is independent of the dynamic coefficient. When the ductility ratio is greater than 1 and the hardening coefficient is less than 0.01, the influence of hardening coefficient can be ignored. When the ductility ratio is greater than 2, the damping parameter should be considered to the beam blast resistant design analysis. When the ductility ratio is greater than 3 and the hardening coefficient is greater than 0.1, the linear hardening resistance model has better economic benefits. |
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