최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국구조물진단유지관리공학회 논문집 = Journal of the Korea Institute for Structural Maintenance and Inspection, v.27 no.3, 2023년, pp.47 - 57
지성우 (서울시립대학교 건축공학과 스마트시티융합전공) , 정호성 (서울시립대학교 건축공학과 스마트시티융합전공) , 윤차영 (서울시립대학교 건축공학과 스마트시티융합전공) , 이재연 (목원대학교 건축학부) , 김강수 (서울시립대학교 건축학부 스마트시티융합전공)
In this study, pull-out tests were performed to investigate the effects of stirrup spacing, rebar diameter, and corrosion rate on bond strength of deformed bars in reinforced concrete. Twelve pull-out specimens with different stirrup spacing, rebar diameter, and corrosion rate were prepared followin...
Williamson, S. J., and Clark, L. A. (2002). Effect of corrosion and?load on reinforcement bond strength. Structural Engineering?International, 12(2), 117-122.
Bhaskar, S., Bharatkumar, B. H., Gettu, R., and Neelamegam, M.?(2010). Effect of corrosion on the bond behaviour of OPC and PPC?concretes. J Struct Eng, 37, 37-42.
Yu, H., Lee, B., Kim, K., and Ahn, T. (1998), A study on the?Relationship between Degree of Rust Condition and Bond?Strength in Reinforced Concrete Members, Proceedings of the?Korea Concrete Institute Conference, 10(1), 621-626. (in Korean)
Auyeung, Y., Balaguru, P., and Chung, L. (2000). Bond behavior?of corroded reinforcement bars. ACI Materials Journal, 97(2),?214-220.
Yalciner, H., Eren, O., and Sensoy, S. (2012). An experimental?study on the bond strength between reinforcement bars and?concrete as a function of concrete cover, strength and corrosion?level. Cement and Concrete Research, 42(5), 643-655.
Tondolo, F. (2015). Bond behaviour with reinforcement corrosion.?Construction and Building Materials, 93, 926-932.
Zhang, B., Zhu, H., Chen, J., and Yang, O. (2020). Influence of?specimen dimensions and reinforcement corrosion on bond?performance of steel bars in concrete. Advances in Structural?Engineering, 23(9), 1759-1771.
Harajli, M. H., Hout, M., and Jalkh, W. (1995). Local bond?stress-slip behavior of reinforcing bars embedded in plain and fiber?concrete. ACI Materials Journal, 92(4), 343-353..
Cabrera, J. G. (1996). Deterioration of concrete due to?reinforcement steel corrosion. Cement and Concrete Composites,?18(1), 47-59.
Lee, H. S., Noguchi, T., and Tomosawa, F. (2002). Evaluation of?the bond properties between concrete and reinforcement as a?function of the degree of reinforcement corrosion. Cement and?Concrete Research, 32(8), 1313-1318.
Chung, L., Kim, J. H. J., and Yi, S. T. (2008). Bond strength?prediction for reinforced concrete members with highly corroded?reinforcing bars. Cement and Concrete Composites, 30(7),?603-611.
Hadi, M. N. (2008). Bond of high strength concrete with high?strength reinforcing steel.
Orangun, C. O., Jirsa, J. O., and Breen, J. E. (1977). A reevaulation?of test data on development length and splices. ACI Journal?Proceedings, 74(3), 114-122.
Xu, Y. (1990). Experimental study of anchorage properties for?deformed bars in concrete. Beijing, Tsinghua.
Stanish, K. D., Hooton, R. D., and Pantazopoulou, S. J. (1999).?Corrosion Effects on Bond Strength in Reinforced Concrete. ACI?Structural Journal, 96(6), 915-921.
ACI Committee 408. (2003). Bond and Development of Straight?Reinforcing Bars in Tension (ACI 408R-03), American Concrete?Institute, 2003, pp. 771-782
Esfahani, M. R., and Kianoush, M. R. (2005). Development/splice?length of reinforcing bars. ACI Structural Journal, 102(1), 22.
Comite Euro-International Du Beton (CEB). CEB-FIP Model Code 2010 for Concrete Structures; Comite Euro-International Du?Beton(CEB): Lausanne, Switzerland, 2010.
Wu, Y.-F., and Zhao, X.-M. (2013). Unifed bond stress-slip model?for reinforced concrete. Journal of Structural Engineering,?139(11), 1951-1962.
Fang, C., Lundgren, K., Chen, L., and Zhu, C. (2004). Corrosion?influence on bond in reinforced concrete. Cement and Concrete?Research, 34(11), 2159-2167.
Jeong, H., Ji, S., Kim, J. H., Choi, S. H., Heo, I., and Kim, K. S.?(2022). Development of Mapping Function to Estimate Bond-Slip?and Bond Strength of RC Beams Using Genetic Programming.?International Journal of Concrete Structures and Materials, 16(1), 49.
Rilem, T. C. (1994). RC 6 Bond test for reinforcement steel. 2.?Pull-out test, 1983. RILEM recommendations for the testing and?use of constructions materials, 218-220.
Korean Standards Association. (2010). KS F 2405. Standard Test?Method for Compressive Strength of Concrete. Korean Standards?Association (in Korean).
KS, F. (2016). 2423. Standard Test Method for Tensile Splitting?Strength of Concrete; Korea Standards Association: Seoul. Korea.
KS, B. (2007). 0801, Test Pieces for Tensile Test for Metallic?Materials, KS B 0801.
Al-Sibahy, A., and Sabhan, M. (2020). Corrosion effects on the?bond behaviour of steel bars in self-compacting concrete.?Construction and Building Materials, 250, 118568.
Kim, H. (2002). Effect of the rebar corrosion rate on bond strength?in reinforced concrete: factors caused by compressive strength and?embedded rebar condition (Masters dissertation). Hanyang?University, Seoul, Republic of Korea. (in Korean)
※ AI-Helper는 부적절한 답변을 할 수 있습니다.