کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1724953 1520666 2016 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Studded bond enhancement for steel-concrete-steel sandwich shells
ترجمه فارسی عنوان
افزایش باند برای پوسته ساندویچ فولادی بتن سبک
کلمات کلیدی
فایبر بتن، پوسته ساندویچ فولاد ضد زنگ، دیوار یخ کامپوزیت اتصالات برشی مینی شمع، سیستم عامل های دریایی
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی دریا (اقیانوس)
چکیده انگلیسی

Steel shells may be transported and filled with concrete after sinking on site.Vertically and horizontally bonded SC beams tested under three-point bending.Composite SC peeling strength is lower than bulk concrete flexural strengthFibers help reduce stress concentration at the mini stud tips.●SCS vault design meets ISO ice load requirements in the elastic range.

A double-wall steel-concrete-steel (SCS) composite vault has been proposed for the “Singapore Cone” Arctic offshore structure. The SCS vault performs well under uniform pressure, but can fail prematurely under partial asymmetric loading. These shells will often experience a punching shear failure or flexural steel plate buckling which is exacerbated by the loss of bond between the steel wall and concrete interface. In this study, a construction friendly method using an array of welded mini studs to improve the steel–concrete interfacial bond is proposed and studied. Two workable Type I Portland cement grout mixes are tested as the bulk material: plain, and fiber reinforced. Studded concrete steel interfaces were tested under mode I interface peeling, and mixed mode shear. The small scale tests were also modeled with the nonlinear finite element analysis software ABAQUS, and the numerical results were compared against the laboratory experimental results. After qualitatively matching the computational results with experimental results, a large scale SCS prototype is modeled and designed, with working stresses limited to the elastic range. Mode I peeling ultimate strength of 0.46fc′ was used for the prototype analysis, with mixed mode shearing limited by bulk concrete away from the studded bond surface.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Ocean Engineering - Volume 124, 15 September 2016, Pages 32–41
نویسندگان
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