Numerical modelling of stiffness and strength behaviour of top-seat flange-cleat connection for cold-formed double channel section
Prediction of structural behaviour by numerical modelling can reduce the cost in conducting full-scaled experiments. This paper studies the stiffness and strength behaviour of topseat flange-cleat connection for cold-formed steel double channel sections using finite element method. In this investiga...
محفوظ في:
المؤلفون الرئيسيون: | Lee, Yeonghuei, Tan, Chersiang, Lee, Yee Ling, Tahir, Mahmood Md Md, Mohammad, Shahrin, Shek, Poingian |
---|---|
التنسيق: | Conference or Workshop Item |
منشور في: |
2013
|
الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/51203/ http://dx.doi.org/10.4028/www.scientific.net/AMM.284-287.1426 |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Structural behaviour of combined flange-cleat and gusset plate connection for cold-formed steel double channel sections
بواسطة: Tan, Cher Siang, وآخرون
منشور في: (2012) -
Numerical modelling and validation of light gauge steel top-seat flange-cleat connection
بواسطة: Lee, Yeong Huei, وآخرون
منشور في: (2012) -
Numerical study of joint behaviour for top-seat flange cleat connection in cold-formed steel structures
بواسطة: Lee, Y. H., وآخرون
منشور في: (2015) -
Structural behavior of combined flange-cleat and gusset plate connection for cold -formed steel double channel sections
بواسطة: Kueh, Ahmad, وآخرون
منشور في: (2011) -
Mechanical properties prediction for cold-formed steel angle connection with various flange cleat thickness
بواسطة: Lee, Yeong Huei, وآخرون
منشور في: (2015)