کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6737748 | 1429064 | 2018 | 16 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Push-out test on the web opening shear connector for a slim-floor steel beam: Experimental and analytical study
ترجمه فارسی عنوان
تست کشش در اتصال بازشو بر روی وب برای یک پرتو فولادی باریک: مطالعه تجربی و تحلیلی
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کلمات کلیدی
کف لاغر باز کردن وب، اتصال برش، اثر گروه، تست کشش، مقاومت برشی،
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
In slim-floor construction, the web opening of the steel beam is proposed as WO shear connectors of different shapes; square (WSO), rectangular (WRO) and circular (WCO) connectors were considered to evaluate the ultimate shear strength, failure mode and ductility performance. Six push-out tests were conducted under static loading. Finite Element (FE) models using ABAQUS software were validated using test results, and then, further models were developed. The effective parameters include web thickness of the steel beam, opening size, compressive strength of the concrete slab and group arrangement for WO connectors. The test result indicates higher shear strength for the WSO shear connector compared with WRO and WCO. FE analysis presents notable shear achievement of WSO and WRO connectors because of the larger effective width of the square and rectangular openings incorporated with infill concrete. Thicker web steel beam associated with larger opening enhanced the compressive and tensile resistance area of the infill concrete in all cases. The effective spacing between group WCO shear connectors was found to be 250â¯mm, and it was found to be 300â¯mm for WSO and WRO to achieve maximum shear strength. Finally, the ultimate shear resistance of the WCO and WSO/WRO shear connectors were predicted and validated with COV of 0.032 and 0.021, respectively.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 163, 15 May 2018, Pages 137-152
Journal: Engineering Structures - Volume 163, 15 May 2018, Pages 137-152
نویسندگان
Emad Hosseinpour, Shahrizan Baharom, Wan Hamidon W. Badaruzzaman, Ahmed W. Al Zand,