几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量  


返回   几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量 » 三维空间:产品设计或CAX软件使用 » CAD设计 » 产品功能分析
用户名
密码
注册 帮助 会员 日历 银行 搜索 今日新帖 标记论坛为已读


 
 
主题工具 搜索本主题 显示模式
旧 2009-09-07, 04:06 PM   #1
huangyhg
超级版主
 
huangyhg的头像
 
注册日期: 04-03
帖子: 18592
精华: 36
现金: 249466 标准币
资产: 1080358888 标准币
huangyhg 向着好的方向发展
默认 bolt design against fatigue

bolt design against fatigue
in bs4604 it refers to calculating the torque applied to a bolt based upon 0.6 of the proof load, or uts as i read it. for fatigue applications, however, it says that only 0.5 of the proof load should be used. this appears contradictory to the advice usually given to torque the bolt to almost yield stress to reduce the load variation in the bolt and failure from fatigue. is there any reason why the design standard should recommend reducing the bolt torque for fatigue load applications?
corus
from my experience, higher than recommended pretension results in early fatigue failure of bolts, thus logically a lower pretension should prolong the life of the same bolt.
hth
vod
i agree with your thoughts, a higher preload reduces the load cycle reacted by the bolt. however, i don't think i'd load as much as you're suggesting (all the way up to fty) ... i'm nervous about yielding bolts on installation (together with the in-service inspection issues ... maintaining the preload).
i might select a torque so that the maximum preload (the upper range of the scatter for the method used to measure torque, plis, torque wrench, ...) was fty (maybe 95%fty). a consideration should also be how much tension is expected in service ? (lower tension loads, i'd reduce the preload slightly).
rb1957, the amount of preload depends on the grade of bolt and the ductility as i understand it. a grade 4.6 bolt can be preloaded to yield as the margin between uts and yield is large. for a higher grade bolt like an 8.8 the preload is about 75% of yield as the margin between yield and uts is less.
from the theory if the maximum preload can be achieved then the stress range on the bolt should be less and as such the chance of fatigue failure reduced. i can only presume that a higher preload increases the mean stress in the bolt and thus hastens failure even though the tress range has been reduced, as voyagethingy implies. i wondered if there was any reference to this to satisfy other's arguments.
corus
i think this link explains the purpose of proper preloading quite well:
__________________
借用达朗贝尔的名言:前进吧,你会得到信心!
[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]
huangyhg离线中   回复时引用此帖
GDT自动化论坛(仅游客可见)
 


主题工具 搜索本主题
搜索本主题:

高级搜索
显示模式

发帖规则
不可以发表新主题
不可以回复主题
不可以上传附件
不可以编辑您的帖子

vB 代码开启
[IMG]代码开启
HTML代码关闭

相似的主题
主题 主题发起者 论坛 回复 最后发表
base plate thickness and bolt preload huangyhg 产品功能分析 0 2009-09-07 02:27 PM
anchor bolt design huangyhg 产品功能分析 0 2009-09-07 11:45 AM
anchor bolt design using aci 349 appendix b huangyhg 产品功能分析 0 2009-09-07 11:44 AM
anchor bolt design - load combinaitons huangyhg 产品功能分析 0 2009-09-07 11:43 AM
【转帖】decimal dimensioningfractional equivalents yang686526 American standards 0 2009-04-29 07:28 PM


所有的时间均为北京时间。 现在的时间是 02:34 PM.


于2004年创办,几何尺寸与公差论坛"致力于产品几何量公差标准GD&T | GPS研究/CAD设计/CAM加工/CMM测量"。免责声明:论坛严禁发布色情反动言论及有关违反国家法律法规内容!情节严重者提供其IP,并配合相关部门进行严厉查处,若內容有涉及侵权,请立即联系我们QQ:44671734。注:此论坛须管理员验证方可发帖。
沪ICP备06057009号-2
更多