کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
284601 509154 2014 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
An investigation of the effects of socket joint flexibility in space structures
ترجمه فارسی عنوان
بررسی اثر انعطاف پذیری مفصل سوکت در ساختار فضایی
کلمات کلیدی
مفصل سوکت، انعطاف پذیری مشترک شکل پذیری مشترک، خرپا فضایی، زیر ساخت
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• Study of effects of socket joint deformability on the behavior of space structures
• Considering joint flexibility using joint biaxial test data in nonlinear analyses
• Significant redistribution of member axial forces was observed.
• Node deformability may alter the limit load behavior of space structures.

Connection of truss elements using socket joints is one of the more common practices in the construction of space structures. Although these hollow spherical joints may deform due to the applied loads, these deformations and the resulting effects on the member axial forces are usually ignored in the analysis and design. This work is an investigation of the effects of socket joint deformability on the behavior of space grid structures. Here, the load–deformation relationships obtained from a series of biaxial loading tests on actual socket joints have been used to represent their behavior in several finite-element analysis models. These models have been analyzed using a special-purpose substructure finite element analysis program developed to account for full geometric and material nonlinear behavior. It has been demonstrated that in many occasions, node deformability results in significant changes in internal member forces, overall structural stiffness, and the limit load behavior of the structure.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 102, November 2014, Pages 72–81
نویسندگان
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