EXPERIMENTAL RESEARCH ON CONSTANT-AMPLITUDE FATIGUE CHARACTERISTICS OF 8.8 GRADE M24 HIGH-STRENGTH BOLTS
-
摘要: 为研究8.8级高强螺栓"轴心拉-拉"常幅疲劳性能,对材质为35K的M24高强螺栓进行了3个试件静力拉伸试验和15个试件(应力比为0.3)的常幅疲劳试验,拟合了S-N曲线,对代表性试件疲劳断口进行宏观和微观分析,并与基于GB 50017—2017《钢结构设计标准》相关公式的计算结果进行了对比。结果表明:疲劳试验数据总体较为离散,但均在95%置信区间内,拟合的S-N曲线基本反映不同应力幅下试件的疲劳寿命;试件缺口效应明显,尤其在螺栓螺纹齿根处,应力集中程度严重,点状疲劳源易扩展形成线状疲劳源,断口韧窝特征明显;相比标准建议值,试验所得2×106次对应疲劳强度为其1.61倍。Abstract: In order to study the constant-amplitude fatigue performance of 8.8 grade high-strength bolts under axial tension-tension condition, 3 static tensile tests and 15 M24 bolts with 35K material were carried out. S-N curves were fitted and the fatigue fracture surfaces of representative specimens were analyzed macroscopically and microscopically. In addition, all the test results were compared with those calculated based on the relevant formula of Standard for Classification of Steel Structures (GB 50017—2017). The conclusions are as follows: The fatigue test data were generally discrete, but all within 95% confidence interval; The S-N curves could basically reflect the fatigue life of specimens under different stress amplitudes; At the root of the screw thread, the stress concentration was especially serious, punctiform fatigue source was easy to expand to form linear fatigue source, the notch effect of the specimen was evident; Comparing the test results with the recommended values of allowable fatigue strength stipulated in the national standards, the corresponding fatigue strength of 2×106 times was 1.61 times of the recommended value.
-
Key words:
- 8.8 grade /
- high-strength bolts /
- constant-amplitude fatigue /
- fatigue surface /
- S-N curve
-
WANG Z, ZHANG N, WANG Q. Tensile Behaviour of Open-Hole and Bolted Steel Plates Reinforced by CFRP Strips[J]. Composites Part B:Engineering, 2016, 100:101-113. WANG Z, LI L, LIU Y, et al. Fatigue Property of Open-Hole Steel Plates Influenced by Bolted Clamp-up and Hole Fabrication Methods[J]. Materials, 2016, 9(8):698. 刘胜祥, 宋晓萍, 曾毅, 等. 随机载荷作用下的风力机高强度螺栓疲劳特性分析[J]. 太阳能学报, 2013, 34(2):201-206. 穆国煜. 避雷针结构法兰盘高强螺栓风致疲劳研究[D]. 郑州:郑州大学, 2018. 何玉林, 吴德俊, 侯海波, 等. 42CrMo风机塔筒法兰高强度螺栓疲劳寿命分析[J]. 热加工工艺, 2012, 41(4):1-4. 徐亚洲, 孙震, 张玉清. 摩擦型高强螺栓节点微动疲劳性能试验及有限元分析[J]. 工业建筑, 2017,47(3):175-181. 赵强, 曹佳丽, 丁景焕, 等. 35CrMo钢螺栓断裂原因分析[J]. 上海金属, 2017, 39(6):71-75. 杨国法, 余瑾, 裴义林, 等. 风机基座螺栓断裂失效分析[J]. 热加工工艺, 2017, 46(2):257-258,262. 雷宏刚, 李宇, 焦晋峰. 螺栓球节点网架中M20高强螺栓的疲劳断口分析[C]//中国钢结构协会. 结构稳定与疲劳分会2014年学术交流论文集. 北京:2004:363-370. 杨旭, 王亚兵, 雷宏刚. 不同应力幅下高强螺栓的疲劳破坏特征研究[J]. 太原理工大学学报, 2016, 47(2):239-243. BSI. Eurocode 3:Design of Steel Structures.Part 1-9:Fatigue[S]. London:British Standards Institution,2006. 全国紧固件标准化技术委员会. 紧固件机械性能螺栓、螺钉和螺柱:GB/T 3098.1-2010[S].北京:中国标准出版社,2010. 丁北斗,李雁,王宁,等.T型连接接头疲劳性能试验研究[J].工业建筑,2018,48(11):175-181. 郭宏超,郝李鹏,李炎隆,等.Q460D高强钢及其焊缝连接疲劳性能试验研究[J].建筑结构学报,2018,39(8):157-164.
点击查看大图
计量
- 文章访问数: 138
- HTML全文浏览量: 9
- PDF下载量: 1
- 被引次数: 0