Investigation of Tensile Test on Back-to-Back Web Connection of Cold-Formed Steel C-Section
Cold-formed steel (CFS) structures are becoming popular due to their lightweight, high strength, and sustainability. However, CFS structures are susceptible to connection failures, which can be a major safety concern. Self-drilling screws are a common type of fastener used in CFS connections, but th...
الحاوية / القاعدة: | Lecture Notes in Civil Engineering |
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المؤلف الرئيسي: | 2-s2.0-85200314989 |
التنسيق: | Conference paper |
اللغة: | English |
منشور في: |
Springer Science and Business Media Deutschland GmbH
2024
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الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85200314989&doi=10.1007%2f978-981-97-0751-5_34&partnerID=40&md5=041b9e08807c6aa520ee896f64ff4c8c |
مواد مشابهة
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Investigation of Tensile Test on Back-to-Back Web Connection of Cold-Formed Steel C-Section
بواسطة: Muhammad Alif I.R.; Kamarudin A.F.; Seyed Hakim S.J.; Musa M.K.; Hamid S.; Mohammadhasani M.; Rathomy Romeli M.A.
منشور في: (2024) -
Experimental Mechanical Properties of Self-Drilling Screw Configuration for Cold-Formed Steel Built-up Back-to-Back Column
بواسطة: Sani M.S.H.M.; Muftah F.; Swastika T.W.; Latif H.M.
منشور في: (2025) -
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منشور في: (2020) -
Temperature development of cold formed steel column channel section under standard fire
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منشور في: (2016) -
Flexural Behavior of Built-Up Cold-formed Steel Channel Section Strengthened with Oriented Strand Board
بواسطة: 2-s2.0-85165964149
منشور في: (2023)