مشخصات مقاله | |
ترجمه عنوان مقاله | تعیین خصوصیات شکست برشی در اجزای بنا ساخته شده با ملات های مختلف بر اساس روش های ترکیبی آزمایشی غیر مخرب (NDT) |
عنوان انگلیسی مقاله | Shear failure characterization in masonry components made with different mortars based on combined NDT methods |
انتشار | مقاله سال 2019 |
تعداد صفحات مقاله انگلیسی | 11 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) |
4.686 در سال 2018 |
شاخص H_index | 129 در سال 2019 |
شاخص SJR | 1.522 در سال 2018 |
شناسه ISSN | 0950-0618 |
شاخص Quartile (چارک) | Q1 در سال 2018 |
مدل مفهومی | ندارد |
پرسشنامه | ندارد |
متغیر | ندارد |
رفرنس | دارد |
رشته های مرتبط | مهندسی عمران |
گرایش های مرتبط | سازه |
نوع ارائه مقاله |
ژورنال |
مجله / کنفرانس | مصالح ساختمانی و ساخت و ساز – Construction and Building Materials |
دانشگاه | Dept. Mechanics of Materials and Constructions, Vrije Universiteit Brussel, Brussels, Belgium |
کلمات کلیدی | سه گانگی بنا، ملات، برشی، انتشار صوتی، همبستگی تصویر دیجیتال، شبیه سازی عددی |
کلمات کلیدی انگلیسی | Masonry triplets، Mortars، Shear، Acoustic emission، Digital image correlation، Numerical simulation |
شناسه دیجیتال – doi |
https://doi.org/10.1016/j.conbuildmat.2019.06.058 |
کد محصول | E12367 |
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 1. Introduction 2. Experimental details 3. FEM analysis 4. Results 5. Conclusions Declaration of Competing Interest Acknowledgments References |
بخشی از متن مقاله: |
Abstract
In this paper, an experimental study conducted on Red Clay brick masonry ‘‘triplets” built with Cement and Lime-based mortars is presented. Monitoring of fracture is executed by Acoustic Emission (AE) and Digital Image Correlation (DIC). First, for a profound understanding of individual properties, small scale experiments were conducted for characterization of AE signatures of mortar and brick separately. Representative masonry triplet elements are tested in shear for investigation of the fracture mechanisms in relation to the properties of different mortars. Localization of the cracks as well as source identification is performed by means of AE parameter-based analysis. Their correlation with DIC, accurately showed the location of macro cracking and the developing of strain concentrations even before fracture. This is one of the first investigations where full field strain pattern from DIC are successfully correlated with AE indices in masonry. Numerical simulations were also performed for validation and prediction purposes. Introduction A large number of historical structures are built up in masonry. Brick masonry is a heterogeneous and anisotropic material formed by bricks and mortar. Its behavior up to failure is nonlinear and primarily depends on its components (brick, mortar and brick-mortar interface). Characterization of its material properties and structural condition is necessary for repair and conservation aiming to a long and safe service life [1–3]. Mortars play a significant role in the masonry’s overall performance. The primary purpose of mortar in masonry is to bond masonry units into an assemblage which acts as an integral element having desired functional performance characteristics [4]. Because Portland cement concretes and masonry mortars contain some of the same principal ingredients, it is often erroneously assumed that good concrete practice is also good mortar practice. Realistically, mortars differ from concrete in working consistencies, in methods of placement and in the curing environment. |