میز خدمت الکترونیک
دوره ویراستاری

  اخبار و اعلانات

 آمار

تعداد نشریات127
تعداد شماره‌ها7,196
تعداد مقالات77,227
تعداد مشاهده مقاله157,217,951
تعداد دریافت فایل اصل مقاله118,403,663
salehi, parsa, Aghayari, Reza, fazelikelareh, mohammadreza. (1404). Behavioral Analysis of Reinforced Concrete Deep Beams under Dynamic Loading with Varying Strain Rates Using the Strut-and-Tie Model Framework. , (), -. doi: 10.22059/ceij.2025.398909.2350
parsa salehi; Reza Aghayari; mohammadreza fazelikelareh. "Behavioral Analysis of Reinforced Concrete Deep Beams under Dynamic Loading with Varying Strain Rates Using the Strut-and-Tie Model Framework". , , , 1404, -. doi: 10.22059/ceij.2025.398909.2350
salehi, parsa, Aghayari, Reza, fazelikelareh, mohammadreza. (1404). 'Behavioral Analysis of Reinforced Concrete Deep Beams under Dynamic Loading with Varying Strain Rates Using the Strut-and-Tie Model Framework', , (), pp. -. doi: 10.22059/ceij.2025.398909.2350
salehi, parsa, Aghayari, Reza, fazelikelareh, mohammadreza. Behavioral Analysis of Reinforced Concrete Deep Beams under Dynamic Loading with Varying Strain Rates Using the Strut-and-Tie Model Framework. , 1404; (): -. doi: 10.22059/ceij.2025.398909.2350

Behavioral Analysis of Reinforced Concrete Deep Beams under Dynamic Loading with Varying Strain Rates Using the Strut-and-Tie Model Framework

Civil Engineering Infrastructures Journal
مقالات آماده انتشار، پذیرفته شده، انتشار آنلاین از تاریخ 13 آبان 1404    اصل مقاله (2.24 M)
شناسه دیجیتال (DOI): 10.22059/ceij.2025.398909.2350
نویسندگان
parsa salehi1؛ Reza Aghayari* 2؛ mohammadreza fazelikelareh3
1M.Sc. Graduate, Department of Civil Engineering, Faculty of Engineering, Razi University, Kermanshah, Iran
2Associate Professor., Faculty of Civil Engineering of Razi University, Kermanshah, Iran.
3Ph.D. Student of Structural Engineering, Department of Civil Engineering, Faculty of Engineering, Razi University, Kermanshah, Iran
چکیده
The structural behavior of beams is central to concrete structural engineering. Deep beams have a higher height-to-span ratio than conventional beams and therefore behave differently, which makes traditional analysis and design methods inapplicable. Specialized approaches are required for effective analysis and design. One widely used technique is the strut-and-tie model (STM), which provides a reliable framework for understanding deep-beam behavior. In this study, the behavior of reinforced concrete (RC) deep beams under static and dynamic two-point loading was investigated using the finite element method (FEM) in ABAQUS within the STM framework. The analysis covered dynamic strain rates associated with vehicle-induced effects, from quasi-static to high-rate conditions. The study compared numerical results with shear capacities from a simplified STM-based formulation for static loading previously proposed by the author. Building on this method and incorporating the dynamic amplification factor (D₁, defined as the ratio of dynamic to static shear capacity), an approximate equation was developed to predict the concrete strength reduction factor for deep beams under dynamic two-point loading. The equation achieved approximately 99% accuracy and provides a practical basis for designing deep beams under dynamic loads.
کلیدواژه‌ها
Reinforced concrete deep beam؛ Dynamic Loading؛ Strain Rate؛ Strut and tie model
آمار
تعداد مشاهده مقاله: 187
تعداد دریافت فایل اصل مقاله: 97





سامانه مدیریت نشریات علمی. قدرت گرفته از سیناوب