Experimental and Empirical Time to Corrosion of Reinforced Concrete Structures under Different Curing Conditions
المؤلفون المشاركون
Abouhussien, Ahmed A.
Hassan, Assem A. A.
المصدر
العدد
المجلد 2014، العدد 2014 (31 ديسمبر/كانون الأول 2014)، ص ص. 1-9، 9ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2014-10-15
دولة النشر
مصر
عدد الصفحات
9
التخصصات الرئيسية
الملخص EN
Reinforced concrete structures, especially those in marine environments, are commonly subjected to high concentrations of chlorides, which eventually leads to corrosion of the embedded reinforcing steel.
The total time to corrosion of such structures may be divided into three stages: corrosion initiation, cracking, and damage periods.
This paper evaluates, both empirically and experimentally, the expected time to corrosion of reinforced concrete structures.
The tested reinforced concrete samples were subjected to ten alternative curing techniques, including hot, cold, and normal temperatures, prior to testing.
The corrosion initiation, cracking, and damage periods in this investigation were experimentally monitored by an accelerated corrosion test performed on reinforced concrete samples.
Alternatively, the corrosion initiation time for counterpart samples was empirically predicted using Fick’s second law of diffusion for comparison.
The results showed that the corrosion initiation periods obtained experimentally were comparable to those obtained empirically.
The corrosion initiation was found to occur at the first jump of the current measurement in the accelerated corrosion test which matched the half-cell potential reading of around −350 mV.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Abouhussien, Ahmed A.& Hassan, Assem A. A.. 2014. Experimental and Empirical Time to Corrosion of Reinforced Concrete Structures under Different Curing Conditions. Advances in Civil Engineering،Vol. 2014, no. 2014, pp.1-9.
https://search.emarefa.net/detail/BIM-1015239
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Abouhussien, Ahmed A.& Hassan, Assem A. A.. Experimental and Empirical Time to Corrosion of Reinforced Concrete Structures under Different Curing Conditions. Advances in Civil Engineering No. 2014 (2014), pp.1-9.
https://search.emarefa.net/detail/BIM-1015239
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Abouhussien, Ahmed A.& Hassan, Assem A. A.. Experimental and Empirical Time to Corrosion of Reinforced Concrete Structures under Different Curing Conditions. Advances in Civil Engineering. 2014. Vol. 2014, no. 2014, pp.1-9.
https://search.emarefa.net/detail/BIM-1015239
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1015239
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر