摘要
为研究常幅疲劳荷载特性对高强度螺栓疲劳裂纹扩展的影响,针对钢结构端板连接用8.8级M24高强度螺栓在不同应力比/应力幅作用下常幅疲劳试验所得到的24个试件断口形貌进行定量分析,并采用ABAQUS软件数值模拟高强度螺栓应力集中情况,探讨含初始裂纹高强度螺栓裂纹尖端应力强度因子与荷载特性、预制裂纹形状之间的关系。结果表明:在轴向受拉疲劳荷载作用下,螺母与螺栓啮合第1圈螺纹处为疲劳断裂最不利位置;试件断口稳定扩展区面积与应力比/应力幅呈负相关,快速扩展区面积与应力比/应力幅呈正相关;裂纹尖端应力强度因子随应力比/应力幅的增大而增大;预制半椭圆形裂纹短/长轴之比(a/c)越大,应力强度因子扩展有限元(XFEM)解与解析解误差越大。
In order to study the influence of fatigue loading to the crack propagation of high-strength bolts,the fracture morphology of 24 specimens is quantitatively analyzed based on the constant-amplitude fatigue tests for grade 8.8 highstrength bolts of the end-plate connection under different stress ratios or stress amplitudes.The stress concentration of high-strength bolt is simulated by using ABAQUS software,and the relation between the stress intensity factor(SIF)at the initial crack tip of high-strength bolt,loading characteristics,and crack shape is further simulated and discussed.The results show that the most critical position of fatigue fracture under cyclic axial tensile loading is the first thread of the bolt engaged in the nut.The area of stable fracture expansion zone is negatively correlated with stress ratio and stress amplitude,while the area of rapid fracture expansion zone is positively correlated with stress ratio and stress amplitude.The stress intensity factor of crack tip increases with the increase of stress ratio and stress amplitude.Additionally,a larger ratio of short axis to long axis(a/c)of the semi-elliptic crack will create a larger error between the XFEM solution and analytical solution of stress intensity factor.
作者
樊丽轩
王金龙
薛少飞
陈鹏程
焦晋峰
FAN Liruan;WANG Jinlong;XUE Shaofei;CHEN Pengcheng;JIAO Jinfeng(College of Civil Engineering,Taiyuan University of Technology,Taiyuan 030024,China;Super High Voltage Substation Branch of State Grid Shanxi Electric Power Company,Taiyuan 030006,China)
出处
《建筑钢结构进展》
CSCD
北大核心
2023年第4期79-87,共9页
Progress in Steel Building Structures
基金
国家自然科学基金(12172244)
山西省基础研究计划项目(202203021211184)。
关键词
疲劳荷载
应力比
应力幅
高强度螺栓
裂纹扩展机理
扩展有限元(XFEM)
应力强度因子
fatigue loading
stress ratio
stress amplitude
high-strength bolt
crack propagation mechanism
extended finite element method(XFEM)
stress intensity factor