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不同损伤程度下橡胶改性再生骨料混凝土的阻尼特性

梁超锋 傅洋燕 赵江霞 高越青 王春晖

曹秀娟, 刘开富, 谢新宇, 刘一林. 深厚软土地基沉桩挤土效应防治及现场监测[J]. 工业建筑, 2004, 34(6): 55-57. doi: 10.13204/j.gyjz200406018
引用本文: 梁超锋, 傅洋燕, 赵江霞, 高越青, 王春晖. 不同损伤程度下橡胶改性再生骨料混凝土的阻尼特性[J]. 工业建筑, 2022, 52(8): 194-200,146. doi: 10.13204/j.gyjzG21111009
Cao Xiujuan, Liu Kaifu, Xie Xinyu, Liu Yilin. MEASUREMENTS AGAINST SOIL-SQUEEZING DURING PILE-DIVING IN THICK SOFT SOIL AND FIELD MONITORING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 55-57. doi: 10.13204/j.gyjz200406018
Citation: LIANG Chaofeng, FU Yangyan, ZHAO Jiangxia, GAO Yueqing, WANG Chunhui. Damping Properties of Rubber Modified Recycled Aggregate Concrete Subjected to Different Damage Degrees[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 194-200,146. doi: 10.13204/j.gyjzG21111009

不同损伤程度下橡胶改性再生骨料混凝土的阻尼特性

doi: 10.13204/j.gyjzG21111009
基金项目: 

住房与城乡建设部科技研发项目(2021-K-123)。

浙江省自然科学基金项目(LY20E080012,LGF22E080035)

详细信息
    作者简介:

    梁超锋,男,1980年出生,教授,硕士生导师。

    通讯作者:

    高越青,女,1988年出生,博士,硕士生导师,gaoyueqing@usx.edu.cn。

Damping Properties of Rubber Modified Recycled Aggregate Concrete Subjected to Different Damage Degrees

  • 摘要: 资源化利用废旧轮胎制备的再生橡胶颗粒和废弃混凝土制备的再生骨料是建筑材料可持续发展的重要途径之一。橡胶改性显著影响再生骨料混凝土(RAC)的阻尼特性和损伤发展。考虑橡胶取代率、硅烷偶联剂和消泡剂等因素影响,采用悬挂自由振动法,测试橡胶改性再生骨料混凝土(RRAC)经历不同应力幅值单轴受压循环加载后的一阶固有频率和阻尼比,定量评价其动态弹性模量和耗散模量,揭示RRAC阻尼特性随损伤指数的演变规律。研究结果表明:无损伤状态下,随橡胶取代率增加,RRAC一阶阻尼比增加10.2%~30.6%,动态弹性模量降低4.2%~22.0%;而硅烷偶联剂浸泡预处理橡胶颗粒及外掺消泡剂可提高RRAC动态弹性模量5.1%~21.0%,但其一阶阻尼比降低7.1%~17.2%。RRAC损伤指数随应力幅增加先快后慢地增加,与RAC变化趋势相反,且高于RAC损伤指数,这归因于橡胶颗粒的薄弱界面;RRAC一阶阻尼比随损伤指数增加呈线性增大。10%橡胶掺量可同时提高RRAC一阶阻尼比和耗散模量,增加RRAC的耗能能力。
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  • 收稿日期:  2021-11-10
  • 网络出版日期:  2022-12-01

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