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A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect
المؤلفون المشاركون
Lee, Yongjei
Mun, Ju-Hyun
Yang, Keun-Hyeok
المصدر
Advances in Materials Science and Engineering
العدد
المجلد 2019، العدد 2019 (31 ديسمبر/كانون الأول 2019)، ص ص. 1-13، 13ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2019-03-12
دولة النشر
مصر
عدد الصفحات
13
الملخص EN
In this study, a stress-strain model for unconfined concrete with the consideration of the size effect was proposed.
The compressive strength model that is based on the function of specimen width and aspect ratio was used for determining the maximum stress.
In addition, in stress-strain relationship, a strain at the maximum stress was formulated as a function of compressive strength considering the size effect using the nonlinear regression analysis of data records compiled from a wide variety of specimens.
The descending branch after the maximum stress was formulated with the consideration of the effect of decreasing area of fracture energy with the increase in equivalent diameter and aspect ratio of the specimen in the compression damage zone (CDZ) model.
The key parameter for the slope of the descending branch was formulated as a function of equivalent diameter and aspect ratio of the specimen, concrete density, and compressive strength of concrete.
Consequently, a rational stress-strain model for unconfined concrete was proposed.
This model reflects trends that the maximum stress and strain at the peak stress decrease and the slope of the descending branch increases, when the equivalent diameter and aspect ratio of the specimen increase.
The proposed model agrees well with the test results, irrespective of the compressive strength of concrete, concrete type, equivalent diameter, and aspect ratio of the specimen.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Yang, Keun-Hyeok& Lee, Yongjei& Mun, Ju-Hyun. 2019. A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect. Advances in Materials Science and Engineering،Vol. 2019, no. 2019, pp.1-13.
https://search.emarefa.net/detail/BIM-1119454
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Yang, Keun-Hyeok…[et al.]. A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect. Advances in Materials Science and Engineering No. 2019 (2019), pp.1-13.
https://search.emarefa.net/detail/BIM-1119454
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Yang, Keun-Hyeok& Lee, Yongjei& Mun, Ju-Hyun. A Stress-Strain Model for Unconfined Concrete in Compression considering the Size Effect. Advances in Materials Science and Engineering. 2019. Vol. 2019, no. 2019, pp.1-13.
https://search.emarefa.net/detail/BIM-1119454
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1119454
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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