个人信息Personal Information
副教授
硕士生导师
性别:男
毕业院校:大连理工大学
学位:博士
所在单位:水利工程系
学科:水工结构工程
办公地点:大连理工大学建设工程学部综合试验4号楼401室
联系方式:办公电话:0411-84709552 Email: huzhq@dlut.edu.cn
电子邮箱:huzhq@dlut.edu.cn
考虑法向初始抗拉强度和切向抗剪强度变化的拱坝缝模型研究
点击次数:
发表时间:2022-10-06
发表刊物:水电与抽水蓄能
期号:3
页面范围:71-77
ISSN号:2096-093X
摘要:The integrity of arch dam can be obtained after the contraction joints are grouted.The mortar in the joints is able to bear the tensile stresses below the tensile strength.Moreover,the constraints of sphere or trapezoidal shear keys in tangential direction will vary with the opening of the joints.In this paper,based on the contact model represented by the B-differential Equations,an updated model is proposed in which the initial tensile strength and relationship between shear strength of shear key and joint opening is taken into consideration.Numerical example shows that the tensile stresses can be transferred between adjacent dam monoliths through joints,and the shear keys can provide large tancgential constraints even if the joints open.
备注:新增回溯数据