کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6704393 | 1428521 | 2018 | 23 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Glued-in basalt FRP rods under combined axial force and bending moment: An experimental study
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موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
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![عکس صفحه اول مقاله: Glued-in basalt FRP rods under combined axial force and bending moment: An experimental study Glued-in basalt FRP rods under combined axial force and bending moment: An experimental study](/preview/png/6704393.png)
چکیده انگلیسی
Glued-in rods have potential for use as moment-resisting connections in timber structures. There has been minimal research to date conducted on the performance of glued-in rods acting under both axial force and moment. The influence of increasing embedded length of the glued-in rod on the strength of the system was assessed using a pull-bending test which subjected the connection to this force combination. The longest length (600â¯mm) had a pull-out capacity 213% greater than the shortest (80â¯mm). To reduce instances of splitting in the timber end distance was varied. Optimum end distance of 42â¯mm (3.5dr) was identified with further increase having minimal impact upon overall strength.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composite Structures - Volume 186, 15 February 2018, Pages 267-273
Journal: Composite Structures - Volume 186, 15 February 2018, Pages 267-273
نویسندگان
Caoimhe O'Neill, Daniel McPolin, Su E. Taylor, Tony Martin, Annette M. Harte,