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Experimental Study of Triaxial Behavior of Concrete under Lateral Confining Stress

عنوان مقاله: Experimental Study of Triaxial Behavior of Concrete under Lateral Confining Stress
شناسه ملی مقاله: BSEU01_147
منتشر شده در کنگره بین المللی تحولات نوین پایداری در معماری ، شهرسازی ، عمران و مهندسی ساختمان در سال 1395
مشخصات نویسندگان مقاله:

pouria Javanmardi - Master of Science in Civil Engineering, Construction Management Engineering, Iran University of Science and Technology

خلاصه مقاله:
Loads on most of reinforced and prestressed concrete structures, are triaxial. For the principledanalysis and design of these structures, being aware of the concrete behavior under triaxial stressstates is essential. Also studying the stress-strain curves under triaxial loads for nonlinear analysisand design of reinforced and prestressed concrete structures, is important. In this study, for bettercomprehension of the behavior of confined concrete, the uniaxial and triaxial tests were performedon the cylindrical specimens. The relationship between axial stress, lateral confining stress, anduniaxial compressive strength, is calculated and compared to the proposed relationships of otherresearchers.

کلمات کلیدی:
Behavior of concrete; Triaxial stress; Compressive strength; Stress-strain; Lateral stress

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/575788/