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 2009-09-10, 12:21 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 marine structures

marine structures
can someone tell me what is a typical range for factor of safety in ship or other marine structure?
there is no simple answer to the question. the f.s. (factor of safety) can vary greatly, depending on the type of material, structure type, degree of confidence in and probability of exceeding a specific load condition. the f. s. typically will be lower for long-term extreme events than for normal operating conditions. it also can not be directly applied to fatigue loading conditions. ductility becomes more important.
a better approach is to look at the loading conditions, and structural capacity, or stress level.
for ship design, the following will be helpful:
modern ship design
by thomas c. gillmer
introduction to naval architecture
by thomas c. gillmer and bruce johnson
for dynamic loading on ships, see:
dynamics of marine vehicles
by rameswar bhattacharyya
for marine structures in general see:
design of marine facilities for the berthing, mooring, and repair of vessels
by john w. gaythwaite
for offshore structures specificily, see publications of api (american petroleum institite).
other helpful sources can be obtained from sname (society of naval architecture and marine engineering) and the naval institute press.
i worked in the design of quay walls and it was 1.25 when check overturning and 1.5 when check sliding...but as eureka said there are a lot of factors affecting this factor of safety.
i hope this could help
much ship structure is designed by getting sizes or section properties, etc. from rule books like american bureau of shipping, lloyd's, germanischer lloyd, det norske veritas, nkk, etc.
i have gone back and using first principals figured out what the safety factors are that match the required structure that comes from many of these references and in most cases they are higher than those required by aisc or other land structure codes.
if i had to summarize, the normal safety factor might be say, 2 to 1 on yeild stress rather than 1.67 to 1.
of the rule books mentined above, i have found that dnv (det norske veritas) is the most objective.
typical f.s. for different operating conditions and failure modes are for instance found in the abs rule-books which can be downloaded from their homepage:
__________________
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
log structures lateral design huangyhg 产品功能分析 0 2009-09-10 11:30 AM
lateral deflection limits for open structures huangyhg 产品功能分析 0 2009-09-10 09:38 AM
industrial steel structures design guidance huangyhg 产品功能分析 0 2009-09-09 07:31 PM
fea structures and uk building regs huangyhg 产品功能分析 0 2009-09-09 11:25 AM
connection of adjacent bridge structures - why huangyhg 产品功能分析 0 2009-09-08 01:14 PM


所有的时间均为北京时间。 现在的时间是 12:11 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