| 引用本文: | 郝建文,董坤,蒋济同,杨树桐,杜德润.端部锚固对温度作用下CFRP-混凝土界面黏结行为影响[J].哈尔滨工业大学学报,2021,53(4):62.DOI:10.11918/202003058 |
| HAO Jianwen,DONG Kun,JIANG Jitong,YANG Shutong,DU Derun.Effect of end anchorage on bond behavior of CFRP-to-concrete interface subjected to temperature variation[J].Journal of Harbin Institute of Technology,2021,53(4):62.DOI:10.11918/202003058 |
|
| 摘要: |
| 为了明确端部锚固措施对碳纤维复合材料（CFRP）-混凝土界面黏结行为的影响,采用解析理论手段建立了温度作用下端锚CFRP-混凝土界面剥离全过程理论模型。结合常温界面黏结理论,引入双线性黏结-滑移本构,推导了界面滑移、界面剪应力以及CFRP正应力分布表达式,给出了界面荷载-滑移响应及界面剥离承载力模型,通过与试验和数值结果对比验证了解析模型的正确性,并在此基础上进行了参数化分析。分析结果表明:相比于纯外贴的CFRP-混凝土黏结界面,端部锚固可提高温度作用下的界面剥离承载力,能有效限制温度变化引起的黏结界面端部的界面滑移和剪应力,提高CFRP在温度作用下所承担的正应力,即提高CFRP的强度利用效率；对于端部锚固CFRP-混凝土黏结界面,在温度达到胶黏剂玻璃化温度前,温升会提高界面的承载性能,而温降会导致加载端界面提前剥离,降低加固界面的剥离承载力；CFRP黏结厚度和弹模的增加会使温度变化对界面黏结行为的影响更加显著。 |
| 关键词: 混凝土结构 CFRP 端部锚固 温度作用 界面黏结行为 |
| DOI：10.11918/202003058 |
| 分类号:TU375.1 |
| 文献标识码:A |
| 基金项目:国家自然科学基金(51778591)；中国博士后科学基金(2019M652477)；中央高校基本科研业务费项目(841813023) |
|
| Effect of end anchorage on bond behavior of CFRP-to-concrete interface subjected to temperature variation |
|
HAO Jianwen,DONG Kun,JIANG Jitong,YANG Shutong,DU Derun
|
|
(College of Engineering, Ocean University of China, Qingdao 266100, Shandong, China)
|
| Abstract: |
| To reveal the effect of additional end anchorage on the bond behavior of carbon fiber reinforced polymer (CFRP)-to-concrete interface, the debonding process model of CFRP-to-concrete bonded interface subjected to temperature variation was established by means of analytical theory. Based on the interfacial bonding theory and bi-linear bond-slip constitutive, a series of analytical models were deduced, including the distributions of interfacial slip, interfacial shear stress, and CFRP axial stress. The calculation models of load-slip curve and interfacial debonding load were also given. By comparing the experimental and numerical results, the correctness of the analytical models was verified, and parametric analysis was then carried out. Results show that compared with external bonded interface, the end anchorage increased the interfacial debonding load and effectively decreased the interfacial slip and shear stress caused by temperature variation. Besides, CFRP axial stress increased when subjected to the same temperature variation, which enhanced the strength utilization of the CFRP material. For CFRP-to-concrete bonded interface with end anchorage, the bearing capacity of the interface increased with increasing temperature before the temperature reached the glass transition temperature of adhesives. The decreasing temperature led to the premature interfacial debonding at the load end of the bonded interface, which reduced the interfacial bearing capacity. Further, when the thickness or modulus of the CFRP material increased, the effect of temperature variation on the bond behavior was more significant. |
| Key words: concrete structure CFRP end anchorage effect of temperature interfacial bond behavior |
