摘要
Abstract
This paper established a three-dimensional (3D)finite element model by using ANSYS to analyze the moment-resisting performance of dowel-type timber connections with slotted-in steel plates.The research includes experimental program,numerical investigation,design parameter study.The conclusions show that the predicted results obtained from the finite element models agree well with the experimental results.A con-figuration of the steel plate with 6mm,two steel plates,and 3-row dowel was proposed.Both the simulation method and the conclusions could provide references to the study and application of the timber structure.关键词
胶合木梁/内嵌钢板销式连接/刚度/承载力/ANSYSKey words
glulam beam/dowel connection with slotted-in steel plate/stiffness/bearing capacity/ANSYS
