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 » 仿射空间:CAX软件开发(三)二次开发与程序设计 » CAD二次开发 » AutoCAD二次开发 » DirectDWG
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


回复
 
主题工具 搜索本主题 显示模式
旧 2009-05-07, 06:48 PM   #1
yang686526
高级会员
 
注册日期: 06-11
帖子: 14579
精华: 1
现金: 224494 标准币
资产: 234494 标准币
yang686526 向着好的方向发展
默认 【转帖】what Is Pendpointsoverrides

what is 'pendpointsoverrides'
what is 'pendpointsoverrides'
please,
what does the 'pendpointsoverrides' parameter in odgigeometry::elliparc() do?
thanks
arnošt

these parameters specify start and end point overrides for elliptic arc. to understand their necessity, imagine situation:
you have ellipic arc a with start point a and end point b.
you need to transform it by matrix m.
you will get arc a*m. you expect that its start point will be a*m. but it is not always true - due to loss of precision (a*m).startpoint() may be a bit different with a*m. overrides are used to render start and end points precisely.
sincerely yours,
george udov
thanks george
actually...,
as i am further thinking about the correct implementation, the overridden points do not make sense if either the arc is circular or closed or both. am i right? the way i see it is that if an arc is closed there are no endpoints. and if an elliptical arc is de-facto a circular arc then i would not know how to figure its center. should i use the arc's center (arc.center) and modify it by the difference between the arc's and points and the overridden points? does it make sense? of course, if it does, both differences must be the same.
i think it's a bit confusing. what if one wants to tessellate such an arc. he/she can set the precise end points but what about the mid points. can arc.evalpoint() be used? should a correction be made to those points as well? and what about the other arc's methods, such as majoraxis? does the returned vector have to be modified or is it correct regardless of the overridden end points?
arnošt

let's return to our sample.
you have ellipic arc a with start point a and end point b. this arc has center c, major axis d, minor axis e, start parameter f, end parameter g. c, d, e, f, g are parameters that stored for arc (odgeelliparc3d which is used in odgiconveyorgeometry::elliparcproc). a and b are not stored in odgeelliparc3d.
you need to transform it by matrix m.
obviously,
(a*m).center() == c*m
(a*m).majoraxis() == d*m
(a*m).minoraxis() == e*m.
this is obviously due to algorithm of odgeelliparc3d::transformby().
but a and b are not stored. so when we obtain a.startpoint() and a.endpoint(), they are calculated. start and end parameters (which are stored) are transformed in more complex manner. first, start and end points are calculated. then they are transformed. then parameters are calculated. when we take this parameters and calculate points next time, points will different with ones from which we obtained start and end parameters, due to approximate calculation of trigonometric functions by pc. of course, difference will be very little, and in many cases it can't be ever noticed. but there are cases when this difference can influence arc's apearance.
sincerely yours,
george udov
yang686526离线中   回复时引用此帖
GDT自动化论坛(仅游客可见)
回复


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



所有的时间均为北京时间。 现在的时间是 08:42 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