کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
310614 533331 2016 15 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Experimental study of tunnel segmental joints subjected to elevated temperature
ترجمه فارسی عنوان
بررسی تجربی از اتصالات سگمنت تونلی که تحت دمای بالا قرار دارند
کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• Tunnel segmental joints are experimentally investigated in a fire condition.
• Results from fire tests on thirteen RC and HFRC segmental joints are presented.
• Critical factors influencing fire response of segmental joints are discussed.
• Different failure modes of segmental joints under fire conditions are identified.
• Experimental dataset provides a comprehensive basis for further benchmarking.

Segmental joints present a weak link in the tunnel lining both structurally (due to its low stiffness) and non-structurally (high risk of water leakage); therefore the behaviour of the lining joints has a significant effect on the performance of the shield TBM tunnel lining. Segmental joints are thus a particular concern when the tunnel lining is exposed to high temperature in the case of a tunnel fire. This paper presents an experimental study on the behaviour of TBM tunnel joints in fire under different mechanical loading and boundary conditions, and with both the normal reinforced concrete (RC) segments and hybrid fibre reinforced concrete (HFRC) segments. Totally thirteen jointed specimens were constructed at a scale of 1:3 and tested. Eleven specimens were exposed to a HC (Hydrocarbon) curve and mechanically loaded to failure either under-fire or post-fire, while two specimens were tested in ambient temperature to provide benchmark data. The results demonstrate that the initial loading conditions have a significant effect on the jointed segments during and after fire, and this is closely related to different rate of degradation of concrete in different stress state under high temperature. In general, the resistance capacity of both RC and HFRC joints increased with axial force. The use of HFRC material provided good spalling resistance.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Tunnelling and Underground Space Technology - Volume 53, March 2016, Pages 46–60
نویسندگان
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