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contributor authorI. M. Nikbin
contributor authorM. R. Davoodi
contributor authorH. Fallahnejad
contributor authorS. Rahimi
contributor authorF. Farahbod
date accessioned2017-05-08T22:27:21Z
date available2017-05-08T22:27:21Z
date copyrightMarch 2016
date issued2016
identifier other45687772.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80894
description abstractThis paper describes and discusses an experimental study on the effect of mineral filler on the fracture behavior and ductility of self-compacting concrete (SCC). Based on an experimental program, a series of three-point bending tests was carried out on 118 notched beams. SCC was prepared with various contents of mineral filler with water-to-cement (w/c) ratios of 0.47 and 0.6. For all mixes, the fracture parameters were analyzed using the work-of-fracture method (WFM) and the size-effect method (SEM) to obtain a suitable correlation between these methods that is used to calibrate fracture numerical models. Given an increase in mineral filler content and a decrease in the w/c ratio in SCC, the results yielded the following conclusions: (1) fracture energies,
publisherAmerican Society of Civil Engineers
titleInfluence of Mineral Powder Content on the Fracture Behaviors and Ductility of Self-Compacting Concrete
typeJournal Paper
journal volume28
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001404
treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 003
contenttypeFulltext


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