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تشخیص محل آسیب در پلهای عرشه پیوسته با استفاده از روش آماری تابع همبستگی متقابل | ||
| نشریه مهندسی عمران امیرکبیر | ||
| مقاله 12، دوره 53، شماره 2، اردیبهشت 1400، صفحه 589-606 اصل مقاله (1.99 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2020.16248.6173 | ||
| نویسندگان | ||
| محمد جواد خسرویانی1؛ امید بهار* 2؛ سید هومن قاسمی3 | ||
| 1گروه مهندسی عمران، واحد قزوین، دانشگاه آزاد اسلامی، قزوین، ایران | ||
| 2عضو هیات علمی/ پژوهشگاه بین المللی زلزله شناسی و مهندسی زلزله | ||
| 3گروه مهندسی عمران، گروه مهندسی عمران، واحد قزوین، دانشگاه آزاد اسلامی، قزوین، ایران | ||
| چکیده | ||
| تشخیص بههنگام آسیب پلها یکی از دغدغههای همیشگی مهندسین بوده است. در این مقاله تلاش شده با ارائهی روش جدیدی براساس پاسخهای شتاب سازه و دامنه های آنی آنها، محل آسیب در عرشهی پلها تشخیص داده شود. برای این منظور، ابتدا براساس پاسخهای شتاب، مقادیر دامنه آنی پاسخهای سازهی سالم و آسیب دیده از طریق تبدیل HHT محاسبه شدهاست. در ادامه، با معرفی شاخص جدید آسیب همبستگی متقابل (DICC) به تعیین محلهای آسیب در حالتهای کلی (Global) و موضعی (Local) پرداخته شدهاست. برای ارزیابی امکانپذیر بودن، و تخمین قابلیت اعتماد روشهای پیشنهادی در تشخیص آسیب در دو سطح کلی و موضعی، از چند مدل تحلیلی پلهای بتنی یک تا سه دهانه، و همچنین یک مدل آزمایشگاهی تیر دو سر ساده فلزی استفاده شدهاست. به منظور درنظرگرفتن اغتشاشات محیطی در هنگام برداشت دادهها و نشان دادن کارایی روش، مقدار نوفه مشخصی به پاسخها اضافه شدهاست. نتایج ارزیابیها در مدلهای تحلیلی و آزمایشگاهی نشان دادند که روش پیشنهادی، میتواند برای سناریوهای مختلف آسیب، محلهای آسیب را با دقت کافی تعیین نمایند. همچنین نتایج روش شاخص آسیب همبستگی متقابل DICC برای تمامی مدلهای تحلیلی و آزمایشگاهی، بیانگر این نکته است که با ارزیابی سریعتر توانست است نتایج دقیقتری را ارائه دهد. | ||
| کلیدواژهها | ||
| تشخیص آسیب؛ پایش سلامت سازه؛ دامنه آنی؛ شاخص همبستگی متقابل | ||
| موضوعات | ||
| پایش سلامت سازه ها؛ کشف عیوب | ||
| عنوان مقاله [English] | ||
| Damage detection in continuous deck bridges using statistical cross-correlation function method | ||
| نویسندگان [English] | ||
| Mohammad Javad Khosraviani1؛ omid bahar2؛ Seyed Hooman Ghasemi3 | ||
| 1Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran | ||
| 2Faculty/International Institute of Earthquake Engineering & Seismology (IIEES) | ||
| 3Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran | ||
| چکیده [English] | ||
| The damage detection (DD) of the bridge has always been a major concern for engineers. This paper attempts to detect damage in the continuous deck bridges by providing a new method based on acceleration responses and their instantaneous amplitudes. The DD in this paper has two steps: firstly, determining the vicinity of damage in global DD. Secondly, determining the location of damage in local DD. Then by acceleration signals, the instantaneous amplitude values of healthy and damaged structural responses are extracted via HHT. Further, for the accurate evaluation of the proposed method, damage locations are determined by the cross-correlation damage index (DICC). To assess the feasibility and reliability of proposed methods, several analytical models of concrete bridges of one to three spans, as well as as experimental model of a simply supported steel beam, have been used. In order to consider noise pollution during data acquisition, a certain amount of noise is added to the response. The results in the analytical and experimental models showed that the proposed methods can determine the damage locations with appropriate accuracy for different damage scenarios and it could provide more exact results with a rapid estimation. | ||
| کلیدواژهها [English] | ||
| Damage detection, Structural health monitoring, Instantaneous amplitude, Cross-correlation | ||
| مراجع | ||
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