Finite Element Modeling of Post-Tensioned Two-Way Concrete Slabs under Flexural Loading
محل انتشار: ژورنال مهندسی عمران، دوره: 4، شماره: 1
سال انتشار: 1397
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 334
فایل این مقاله در 10 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_CEJ-4-1_001
تاریخ نمایه سازی: 6 آذر 1397
چکیده مقاله:
Post-Tensioned (PT) method is a widely used technique to prevent cracking and to minimize the deflection which is resulted by loads. In this method, stress is applied after concrete placing and reach adequate hardening and strength. This paper investigates the structural behaviour of PT two-way concrete slabs. The main objective of this study involves a detailed flexural behavior analytical investigation of PT concrete two-way slab with the different bonded tendon layout. This will be achieved by non-linear Finite Element (FE) analysis programs method, to choose the most effective and optimum position of tendon layout with different number of tendons and applied load on the concrete two-way slab. A parametric study was conducted to investigate the effect of tendons layout on the overall behavior of post-tensioned two-way concrete slab. The result obtained from finite element analysis showed that the failure load in PT in both directions increased about 89 % as compared with slab PT in one direction.
کلیدواژه ها:
نویسندگان
Khatab S Abdul-Razzaq
University of Diyala, Civil Engineering Department, Diyala, ۳۲۰۰۱, Iraq
Abbas H Mohammed
University of Diyala, Civil Engineering Department, Diyala, ۳۲۰۰۱, Iraq
Taha K Mohammedali
University of Diyala, Civil Engineering Department, Diyala, ۳۲۰۰۱, Iraq