1. 重庆大学 土木工程学院,山地城镇建设与新技术教育部重点实验室,重庆,400045
2. 重庆大学 土木工程学院,重庆,400045
3. 重庆市设计院,重庆,400015
4. 中国中铁八局集团第一工程有限公司,重庆,400050
纸质出版:2011
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全学友, 刘连杰, 王仁燕, 等. 一种测试胶体与钢质基体间粘结剪切性能的新方法[J]. 土木与环境工程学报(中英文), 2011,33(3):31-37.
QUAN Xue-you, LIU Lian-jie, WANG Ren-yan, et al. A New Method for Measuring Bonding Shear Properties of Adhesives on Steel Substrates[J]. Journal of Civil and Environmental Engineering, 2011, 33(3): 31-37.
全学友, 刘连杰, 王仁燕, 等. 一种测试胶体与钢质基体间粘结剪切性能的新方法[J]. 土木与环境工程学报(中英文), 2011,33(3):31-37. DOI: 10.11835/j.issn.1674-4764.2011.03.007.
QUAN Xue-you, LIU Lian-jie, WANG Ren-yan, et al. A New Method for Measuring Bonding Shear Properties of Adhesives on Steel Substrates[J]. Journal of Civil and Environmental Engineering, 2011, 33(3): 31-37. DOI: 10.11835/j.issn.1674-4764.2011.03.007.
中国现行国家标准试验方法中的单层金属片搭接接头拉伸剪切试件
由于粘结区剪应力分布极不均匀
并在粘结面上产生很高的拉应力
试验结果不能真实反映胶体与金属基体之间的粘结强度
只能作为胶体质量的检验指标
不能作为强度条件使用.该文采用的组合圆盘粘结试件用于胶层粘结剪切性能测试时
胶层及结合面剪应力分布很均匀
均匀系数可达0.97以上;胶层端部引入圆弧面并对钢质基体进行倒角处理后
粘结面正拉应力可以降低到20 MPa以下
不致引起受拉破坏
因此组合圆盘的测试结果能真实反映胶体与金属基体之间的粘结剪切强度或剪压复合强度
可作为粘结构件承载力设计的强度条件使用.
Single-lap-joint adhesively bonded metal specimen which is the national standard experimental method in use has an extremely non-uniform distribution of shear stresses along the joint
and tensile stress concentration of high values is produced on the steel substrate interfaces. Therefore the test result
which is not the real bonding shear strength between adhesive and steel substrates
can only be used as a test index for qualities of adhesives not the strength criterion for load is capacity evaluation. The combined bonding disc specimen is adopted for measuring bonding shear properties of adhesive on steel substrates
has a very uniform distribution of shear stresses in adhesive and along the bonding surfaces of steel substrates
of which the uniform coefficient is greater than 0.97. Furthermore
when adhesive joint is treated as an arc and steel substrates are chamfered at both ends of the joint
tensile stresses on the bonding surfaces can be reduced to less than 20 MPa which can hardly cause tensile failure. Thus
the results of combined bonding disc specimens can actually represent the real bonding shear strength or bonding shear-compression strength between adhesive and steel substrates
which can be used as strength criterion for load capacity evaluation of bonding members.
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