کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
283811 509116 2016 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Analysis of casting rate for the validation of models developed to predict the maximum lateral pressure exerted by self-compacting concrete on vertical formwork
ترجمه فارسی عنوان
تجزیه و تحلیل سرعت ریخته گری برای اعتبار سنجی از مدل های توسعه یافته برای برآورد حداکثر فشار جانبی اعمال شده توسط بتن خود تراکمی در قالب عمودی
کلمات کلیدی
بتن خود تراکمی؛ قالب؛ فشار جانبی؛ سرعت ریخته گری
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• 137 experimental values of lateral pressure were compiled from the literature.
• The models developed to determine the maximum lateral pressure were compared.
• A model that best fits depending on casting rate is recommended.

The design of vertical formwork is governed by the lateral pressure exerted by fresh concrete; while maximum lateral pressure is the key parameter for formwork design, the rate of pressure decay and the time needed for pressure stabilization are important for determining formwork removal time.An analysis of different models for predicting the lateral pressure generated by SCC on vertical formwork was carried out, raising the issue of a fundamental parameter like the casting rate. The work also compiles experimental data published over 15 years. A total of 137 experimental data points were collected, 131 for SCC poured from the surface of the formwork and the remaining 6 for SCC pumped from the bottom of the formwork.Experimental data obtained from different authors were utilized in order to compare the adequacy of the different models in three zones: experimental data with casting rates under 3 m/h, experimental data with casting rates between 3 and 10 m/h, and experimental data with casting rates over 10 m/h. The results were established by not only taking into account the three different zones, but also the formwork safety .

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Building Engineering - Volume 6, June 2016, Pages 215–224
نویسندگان
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