Bond strength and development length of steel bar in unconfined self-consolidating concrete. (15th January 2017)

• Record Type: Journal Article
• Authors: Mousavi, S.S.; Dehestani, M.; Mousavi, K.K.
• Is Part Of: Engineering structures. Volume 131(2017:Jan. 15)
• Page Start: 587
• Page End: 598
• Publication Date: 2017-01-15
• Subjects: Bond strength -- Development length -- Self-consolidating concrete (SCC) -- Steel bar -- Experimental test; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.10.029
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Existing equations for normal concrete are not efficient and applicable for SCC. New models proposed for predicting interfacial properties of steel bar–SCC interface. Accuracy of new models was checked by a supplementary experimental program. Bar diameter, cover, type and contents of aggregates and cement were considered. Lower development lengths for steel bar in SCC than NC were observed. Abstract: There are no specific models for evaluating bond strength and development length of steel bar in unconfined self-consolidating concrete (SCC). Existing equations for steel bar embedded in normal concrete are not efficient and applicable for SCC. So, it is essential to introduce more precise and efficient models. In this study, pull out tests of referenced literatures are used to present new predicting equations. Unlike existing equations, proposed models demonstrate acceptable fit with the database. Also, in order to evaluate the accuracy of the proposed models, direct pull out tests are performed in this study. The results of experimental test are in good agreement with those obtained by proposed new models.