مقاله انگلیسی رایگان در مورد مدل تحلیلی شکست ورقه بتن آرمه تحت بارگذاری ضربه ای – الزویر ۲۰۱۹
مشخصات مقاله | |
ترجمه عنوان مقاله | مدل تحلیلی شکست ورقه بتن آرمه تحت بارگذاری ضربه ای |
عنوان انگلیسی مقاله | Failure analytical model of reinforced concrete slab under impact loading |
انتشار | مقاله سال ۲۰۱۹ |
تعداد صفحات مقاله انگلیسی | ۱۳ صفحه |
هزینه | دانلود مقاله انگلیسی رایگان میباشد. |
پایگاه داده | نشریه الزویر |
نوع نگارش مقاله |
مقاله پژوهشی (Research Article) |
مقاله بیس | این مقاله بیس نمیباشد |
نمایه (index) | Scopus – Master Journals List – JCR |
نوع مقاله | ISI |
فرمت مقاله انگلیسی | |
ایمپکت فاکتور(IF) |
۴٫۶۸۶ در سال ۲۰۱۸ |
شاخص H_index | ۱۲۹ در سال ۲۰۱۹ |
شاخص SJR | ۱٫۵۲۲ در سال ۲۰۱۸ |
شناسه ISSN | ۰۹۵۰-۰۶۱۸ |
شاخص Quartile (چارک) | Q1 در سال ۲۰۱۸ |
مدل مفهومی | ندارد |
پرسشنامه | ندارد |
متغیر | ندارد |
رفرنس | دارد |
رشته های مرتبط | مهندسی عمران |
گرایش های مرتبط | سازه، مدیریت ساخت، زلزله |
نوع ارائه مقاله |
ژورنال |
مجله | ساخت و ساز و مصالح ساختمانی – Construction and Building Materials |
دانشگاه | State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing 100081, China |
کلمات کلیدی | بتن آرمه، حفره زنی، روش انرژی، مشخصات شکست |
کلمات کلیدی انگلیسی | Reinforced concrete، Perforation، Energy method، Failure characteristic |
شناسه دیجیتال – doi |
https://doi.org/10.1016/j.conbuildmat.2019.07.008 |
کد محصول | E12526 |
وضعیت ترجمه مقاله | ترجمه آماده این مقاله موجود نمیباشد. میتوانید از طریق دکمه پایین سفارش دهید. |
دانلود رایگان مقاله | دانلود رایگان مقاله انگلیسی |
سفارش ترجمه این مقاله | سفارش ترجمه این مقاله |
فهرست مطالب مقاله: |
Abstract
۱- Introduction ۲- Analytical model ۳- Experiments of projectile perforation of thick concrete and reinforced concretes slabs ۴- Results and discussions ۵- Conclusion References |
بخشی از متن مقاله: |
Abstract A failure analytical model was developed to assess the characteristics of reinforced concrete slabs under oblique perforation by a rigid projectile in three stages: initial cratering, tunneling and shear plugging. The energy dissipation for the initial cratering and tunneling was obtained by integrating the axial resistance force along the penetration direction, and for shear plugging using a new method considering the reinforcement. Analytical expressions for the failure characteristics of reinforced concrete slabs were obtained using energy methods. Projectile perforation experiments were conducted for thick concrete and reinforced concretes slabs and the damage size was measured. The theoretical predictions closely agreed with the experimental results and a parametric analysis of the slab failure characteristics were also discussed. Introduction Concrete and reinforced concrete have been widely used in various defense and civil engineering fields for anti-impact protection of structures, such as bridges, dams, and nuclear power plants, against high dynamic impact loading [1–۳]. Hence, understanding the failure characteristics of a reinforced concrete slab under such impact loading is crucial [4,5]. For example, several concrete fragments that will cause serious secondary damage to the facilities inside the protective structure will be generated on the rear face of a reinforced concrete slab when a high-speed projectile perforates it [6–۹]. Therefore, research into projectile penetration or perforation of high-value buildings and structures has been receiving considerable attention. Extensive experimental research on projectile penetration and perforation of a concrete slab has been conducted over the last century, and several penetration and perforation empirical formulas have been obtained [10,11], such as the widely used Petry, ACE, Barr (UKAEA), and NDRC formulas. Although many experiments have been concerned with the penetration of reinforced concrete slabs, the effect of reinforcing bars has been incorporated only in some formulas, such as the Petry, Barr (UKAEA), and Boswell formulas [12]. |