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基于残余应力的复合阻尼模型及在RC梁损伤分析中的应用
  • ISSN号:1004-4523
  • 期刊名称:《振动工程学报》
  • 时间:0
  • 分类:U441[建筑科学—桥梁与隧道工程;交通运输工程—道路与铁道工程] TB122[理学—力学;理学—工程力学;一般工业技术]
  • 作者机构:[1]北京工业大学工程抗震与结构诊治北京市重点实验室,北京100124, [2]首都世界城市顺畅交通北京市协同创新中心,北京100124
  • 相关基金:国家自然科学基金资助项目(51378039,51421005,51478024,9131530103)
中文摘要:

传统阻尼模型包括黏滞型、库仑型、复阻尼型及应力型等,以上模型在表征阻尼随结构损伤演变的变化规律方面存在不足。认为钢筋混凝土结构的阻尼耗能主要包括黏滞阻尼耗能和残余应力阻尼耗能,且残余应力包括钢筋和混凝土之间的黏结应力以及混凝土裂缝间的摩擦应力。在此基础上提出基于残余应力的复合阻尼模型,并建立包含黏滞和库仑阻尼的结构动力方程,推导阻尼比随损伤变化公式。分析不同损伤程度下钢筋混凝土结构的阻尼比变化规律,发现残余应力与刚度的比值明显影响损伤过程中阻尼的变化趋势,且复合阻尼模型的参数丰富,适应性强。最后,通过钢筋混凝土简支梁静力损伤试验测试阻尼随损伤程度的变化,结合数值模拟研究阻尼比随损伤程度变化的机理。结果表明:提出的阻尼模型具有明确的力学机理,能够准确地反映钢筋混凝土梁式结构阻尼比随损伤先增大后减小的规律。

英文摘要:

The traditional damping models generally include such models as the viscous damping, the coulomb damping, the complex damping and the stress damping. These models cannot sufficiently reveal the rule and phenomenon how the damp varies with the damage evolution. It is assumed that the damping energy dissipation of the reinforced concrete structures mainly consists of the viscous damping and the residual stress damping, and the residual stress damping includes the bond stress between the reinforcement and the concrete and the friction stress of the concrete cracks. On the basis of this assumption, a combined damping model based on the residual stress is proposed. The dynamic equation of the structure containing viscous and coulomb damping is established, and the formula of the damping ratio with the development of damage is derived. The damp- ing change regulation of the reinforced concrete structures under different damage states is analyzed. It is found that the damping ratio of different damage degree is remarkably affected by the ratio of the residual stress and the stiffness, and diversepa rameters of the combined damping model are available and has better adaptability. Finally, the change of damping with the damage of reinforced concrete simply-supported beam is tested by the static damage experiment, and the mechanism of the change of the damping ratio with different damage is analyzed combined with numerical simulation. The results show that the combined damping model has a definite mechanical mechanism, and the phenomenon that the damping ratio of the reinforced concrete beam originally increases and subsequently decreases with the damage degree is accurately revealed.

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期刊信息
  • 《振动工程学报》
  • 中国科技核心期刊
  • 主管单位:中国科学技术协会
  • 主办单位:中国振动工程学会
  • 主编:刘人怀
  • 地址:南京市御道街29号
  • 邮编:210016
  • 邮箱:zdxb@nuaa.edu.cn
  • 电话:025-84895885
  • 国际标准刊号:ISSN:1004-4523
  • 国内统一刊号:ISSN:32-1349/TB
  • 邮发代号:28-249
  • 获奖情况:
  • 1995年江苏省首届期刊质评一级期刊,1997年获中国科协优秀期刊,1999年获国家自然科学基金委经费资助
  • 国内外数据库收录:
  • 俄罗斯文摘杂志,荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,英国科学文摘数据库,日本日本科学技术振兴机构数据库,美国应用力学评论,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:12831