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新旧混凝土结合Z型粘结试件的模型研究
Model Research on Bonding of Fresh and Old Concrete Z-type Adhesive Specimens
【摘要】 采用试验与计算两种方法,对新旧混凝土结合的Z型粘结试件受力与破坏状态进行了研究。结果表明,模型尺寸引起的附加力偶对Z型粘结件极限荷载有较大影响;粘结面的结合强度决定了试件的破坏形式;利用Z型粘结试件测定新旧混凝土结合面抗剪强度值需要相应的修正。
【Abstract】 Using two methods of the test and calculation, the stress and destruction states of fresh and old Z-type adhesive specimens were studied. The results show that: additional couple have a greater impact on the ultimate load of the specimen; Combined strength of the adhesive surface determines the form of damage; Shear strength of the adhesive surface need amendment according to the test results.
【关键词】 新旧混凝土结合;
加载方式;
非线性有限元;
混凝土结构加固;
Z型粘结件;
【Key words】 Bonding of fresh and old concrete,loading,nonlinear FEN,strengthening of concrete structure; Z-type adhesive specimen;
【Key words】 Bonding of fresh and old concrete,loading,nonlinear FEN,strengthening of concrete structure; Z-type adhesive specimen;
【基金】 国家重点基金《灾变条件下特高混凝土坝失效破坏的关键力学问题(批准号11132003)》
- 【文献出处】 混凝土与水泥制品 ,China Concrete and Cement Products , 编辑部邮箱 ,2015年02期
- 【分类号】TV431;TV698.2
- 【被引频次】7
- 【下载频次】196