동결융해에 따른 RC 보의 휨 거동
Flexural Behavior of RC Beams Exposed to Freezing and Thawing cycles
- Resource Type
- Article
Text
- Authors
- 안희대; 장용헌; 김윤수; 윤현도; An, Hee-Dae; Jang, Yong-Heon; Kim, Yun-Su; Yun, Hyun-Do
- Source
- 대한건축학회지회연합회 학술발표대회논문집, 12/01/2008, p. 423-426
- Subject
- 동결융해
휨거동
freezing and thawing
flexural behavior
- Language
- 한국어(KOR)
Reinforced concrete structures have an excellent durability under a good construction and continuous maintenance. But reinforced concrete construction is influenced by atmospheric phenomena and it is creating a deterioration. One of the deterioration cause on concrete is a freezing and thawing action. Freezing and thawing leads to the reduction in concrete durability by the cracking or surface spalling. If we are carried out freezing and thawing, deterioration of reinforced concrete construction will be reduction. Therefore, this study was performed to investigate the flexural behavior of reinforced concrete beams exposed to freezing and thawing cycles. The presence of damage and cycles were considered as variables in this study.