مقاله انگلیسی رایگان در مورد ارزیابی خطر رطوبت تیر چوبی تعبیه شده در دیوارهای سنگ تراشی عایق داخلی – الزویر 2021

 

مشخصات مقاله
ترجمه عنوان مقاله ارزیابی خطر رطوبت تیر چوبی تعبیه شده در دیوارهای سنگ تراشی عایق داخلی با مدل های 2D و 3D
عنوان انگلیسی مقاله Assessment of moisture risk of wooden beam embedded in internally insulated masonry walls with 2D and 3D models
انتشار مقاله سال 2021
تعداد صفحات مقاله انگلیسی 16 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
نوع مقاله ISI
فرمت مقاله انگلیسی  PDF
ایمپکت فاکتور(IF)
5.847 در سال 2020
شاخص H_index 138 در سال 2021
شاخص SJR 1.871 در سال 2020
شناسه ISSN 0360-1323
شاخص Quartile (چارک) Q1 در سال 2020
مدل مفهومی ندارد
پرسشنامه ندارد
متغیر ندارد
رفرنس دارد
رشته های مرتبط مهندسی عمران
گرایش های مرتبط سازه، مدیریت ساخت
نوع ارائه مقاله
ژورنال
مجله  ساختمان و محیط زیست – Building and Environment
دانشگاه Laboratory of Multiscale Studies in Building Physics, Switzerland
کلمات کلیدی عایق حرارتی داخلی، دیوار سنگ تراشی آجر سفالی، انتهای تیر چوبی، مدل hygrothermal، مدل سازی 2D و 3D
کلمات کلیدی انگلیسی Interior thermal insulation – Clay brick masonry wall – Wooden beam-end – Hygrothermal model – 2D and 3D modelling
شناسه دیجیتال – doi
https://doi.org/10.1016/j.buildenv.2020.107460
کد محصول E15272
وضعیت ترجمه مقاله  ترجمه آماده این مقاله موجود نمیباشد. میتوانید از طریق دکمه پایین سفارش دهید.
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فهرست مطالب مقاله:
Highlights
Abstract
Keywords
1. Introduction
2. Modelling
3. Results
4. Discussions
5. Conclusions
Declaration of competing interest
Acknowledgement
References

بخشی از متن مقاله:
Abstract

Internal insulation of masonry walls may significantly increase the decay risk of embedded wooden beams due to lower temperature and consequently lower drying potential in retrofitted existing walls. Since high moisture contents will affect performance and service life of wood, the assessment of moisture-related damage risks in wooden beam-ends in internally insulated masonry walls is particularly relevant to heritage buildings. The proper selection of indoor and outdoor materials and the addition of an embedded heating source offer means of decreasing this risk. Numerical studies of hygrothermal performance of wooden beam-ends support risk assessment but traditionally this has been performed with 2D models. Therefore, in order to assess whether a 2D numerical model can represent accurately the 3D hygrothermal behavior of wooden beam-ends, the difference between 2D and 3D model results of the hygrothermal performance of wooden beam-ends embedded in internally insulated masonry wall is analysed for a northern continental climate. Given the small differences in relative humidity, temperature and mould index between the 2D and 3D models, it is suitable to replace 3D models with 2D ones for predicting the risk of moisture-related problems in the wood beam-end when studying the impact of different envelope components. However, for evaluating the effect of active heating on wooden beam-end performance, it is found that a 3D hygrothermal model should be used. In this case, a 2D model cannot accurately model heating locally at the beam-end resulting in an over prediction of temperature and thus in an underprediction of the moisture damage risk.

1. Introduction

Many historical buildings are built with solid brick walls and wooden beam constructions. These buildings are, for the most part, not energy efficient and represent a significant energy-saving potential. For historical buildings with a worth-preserving facade, the only possible energy retrofit measure possible given their heritage value is internal wall insulation. It is possible to reduce the heating energy consumption in the historical buildings by 30–40% by retrofitting the existing walls with internal insulation [1]. However, adding insulation to masonry walls from the indoor side may significantly increase moisture-related damage risks to the building materials and components that are exposed to lower temperature and consequently lower drying potential in the existing wall [2–10]. As the floors in old masonry buildings are often carried by wooden beams embedded in the brick masonry, moisture-related problems in wooden beam-ends in internally insulated masonry walls is of high practical importance [11] and should be correctly evaluated [12].

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