مشخصات مقاله | |
ترجمه عنوان مقاله | عملکرد فرسودگی اتصالات برشی داربست در تیر کامپوزیت فولاد-بتن با آسیب اولیه |
عنوان انگلیسی مقاله | Fatigue performance of stud shear connectors in steel-concrete composite beam with initial damage |
نشریه | الزویر |
انتشار | مقاله سال ۲۰۲۳ |
تعداد صفحات مقاله انگلیسی | ۸ صفحه |
هزینه | دانلود مقاله انگلیسی رایگان میباشد. |
نوع نگارش مقاله |
مقاله پژوهشی (Research Article) |
مقاله بیس | این مقاله بیس میباشد |
نمایه (index) | Scopus – Master Journal List – JCR |
نوع مقاله | ISI |
فرمت مقاله انگلیسی | |
ایمپکت فاکتور(IF) |
۵٫۶۹۱ در سال ۲۰۲۰ |
شاخص H_index | ۱۵۵ در سال ۲۰۲۲ |
شاخص SJR | ۱٫۶۲۶ در سال ۲۰۲۰ |
شناسه ISSN | ۱۸۷۳-۷۳۲۳ |
شاخص Quartile (چارک) | Q1 در سال ۲۰۲۰ |
فرضیه | ندارد |
مدل مفهومی | دارد |
پرسشنامه | ندارد |
متغیر | دارد |
رفرنس | دارد |
رشته های مرتبط | مهندسی عمران – مهندسی کامپیوتر |
گرایش های مرتبط | سازه – خاک و پی – ساختمان های بتنی |
نوع ارائه مقاله |
ژورنال |
مجله | سازه های مهندسی – Engineering Structures |
دانشگاه | School of Civil Engineering, Southeast University, China |
کلمات کلیدی | عملکرد فرسودگی – اتصال گل میخ – آسیب اولیه – تیر کامپوزیت |
کلمات کلیدی انگلیسی | Fatigue performance – Stud connector – Initial damage – Composite beam |
شناسه دیجیتال – doi |
https://doi.org/10.1016/j.engstruct.2022.115381 |
لینک سایت مرجع | https://www.sciencedirect.com/science/article/abs/pii/S0141029622014572 |
کد محصول | e17307 |
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 Experimental program ۳ Experimental results and discussion ۴ Conclusions CRediT authorship contribution statement Declaration of Competing Interest Acknowledgement Data availability References |
بخشی از متن مقاله: |
Abstract As a key component in composite beams, the studs are prone to fatigue failure under reciprocating load. Fatigue problem is more prominent especially under circumstances of concrete cracking, stud corrosion or with initial damage. Therefore, static and fatigue tests are carried out to study the fatigue properties of push-out specimens with initial defects, including stud damage and concrete cracking. The test results show that the damage of stud has a great influence on fatigue life, while the crack of concrete has a little influence on fatigue life. The damage of stud has a greater influence on fatigue performances compared to static properties. In addition, based on the dissipative energy theory and experimental phenomenon, the roles of stud and concrete in the process of stud fatigue failure and their interaction are summarized. The dissipative energy mainly includes the shear plastic strain energy of the stud, the plastic strain energy of concrete under compression after the stud, and the heat energy generated by the friction between the stud and concrete. Introduction Steel-concrete composite beams have become popular in recent years for use in bridge engineering [1,2]. Under the complicated environment and load, there may be some damage to the composite beam. There might be some damage, such as corrosion, fractures of weld leg and longitudinal or transverse cracks in the concrete deck. The static and fatigue behavior of stud connection is sophisticated and affects the design resistance and stiffness of composite beams [3,4]. The damage of the stud and concrete may have a great influence on the shear fatigue performance of the interface. Welding defects significantly lower the shear capacity of studs, as is widely known. There are many types of welding defects that might appear, such as inadequate penetration, absence of fusion, and gas inclusion [5]. To determine how the damage location and degree affected the static behavior and shear capacity of stud shear connections, six specimens with identical geometrical dimensions were investigated by Qi et al [6]. The test findings showed that, in comparison to the shear capacity of normal specimen, a loss of up to 36.6 % and 62.9 % of the shank area might cause a falling shear capacity of 7.9 % and 57.2 %, respectively. The push-out test was simulated using mathematics, and the results of the test were used to validate the study. It was shown that even though the area of the stud had significantly decreased, the shear capacity was not affected by the severity of the damage when the damaged part was placed 0.5d (where d is the shank diameter) from the stud root, based on the numerical model. Conclusions Static and fatigue tests were carried out on studs in steel–concrete composite study the effects of initial damage in stud and concrete on fatigue performance. The following conclusions are drawn: ۱٫ Compared with nondestructive specimens, the fatigue life of transverse crack and longitudinal crack specimens were reduced by 22 % and 4.9 %, respectively, which is determined by the stress characteristics of the stud. Transverse crack makes the stud easily in a state of bending and shear composite, while longitudinal crack does not ۲٫ Compared with the preset cracks of concrete, the damage of stud and weld collar had more influence on fatigue performance, in which the loss of stud section of 62.9 % leaded to only about 10 % of fatigue life. The initial damage of stud accelerates the damage accumulation in the stable fatigue development stage, while the concrete cracking leads to the increase of residual slip in the early stage. ۳٫ The existing calculation methods of residual slip are not completely applicable to the test results of different stresses, and most of the calculation results are too small, which requires some modification of their coefficients. |