Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers

Aligning steel fibers is an effective way to improve the mechanical properties of steel fiber cementitious composites (SFRC). In this study, the magnetic field method was used to prepare the aligned hooked-end steel fiber cementitious composites (ASFRC) and the fracture behavior was investigated. In...

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Main Authors: Sujjaid Khan, Longbang Qing, Iftikhar Ahmad, Ru Mu, Mengdi Bi
Format: Article
Language:English
Published: MDPI AG 2022-01-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/15/2/542
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author Sujjaid Khan
Longbang Qing
Iftikhar Ahmad
Ru Mu
Mengdi Bi
author_facet Sujjaid Khan
Longbang Qing
Iftikhar Ahmad
Ru Mu
Mengdi Bi
author_sort Sujjaid Khan
collection DOAJ
description Aligning steel fibers is an effective way to improve the mechanical properties of steel fiber cementitious composites (SFRC). In this study, the magnetic field method was used to prepare the aligned hooked-end steel fiber cementitious composites (ASFRC) and the fracture behavior was investigated. In order to achieve the alignment of steel fibers, the key parameters including the rheology of the mixture and magnetic induction of electromagnetic field were theoretically analyzed. The results showed that, compared with SFRC, the cracking load and the ultimate load of ASFRC were increased about 24–55% and 51–86%, respectively, depending on the fiber addition content. In addition, the flexural tensile strength and residual flexural strength of ASFRC were found to increase up to 105% and 100%, respectively. The orientation of steel fibers also has a significant effect on energy consumption. The fracture energy of ASFRC was 56–70% greater than SFRC and the reinforcement effect of hooked-end steel fiber was higher than straight steel fiber. The fibers in the fracture surface showed that not only was the number of fibers of ASFRC higher than that of SFRC, but also the orientation efficiency factor of ASFRC was superior to SFRC, which explains the improvement of fracture behavior of ASFRC.
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spelling doaj.art-773e59932ce246a0bf39cb0aa7a4434c2023-11-23T14:30:51ZengMDPI AGMaterials1996-19442022-01-0115254210.3390/ma15020542Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel FibersSujjaid Khan0Longbang Qing1Iftikhar Ahmad2Ru Mu3Mengdi Bi4School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, ChinaAligning steel fibers is an effective way to improve the mechanical properties of steel fiber cementitious composites (SFRC). In this study, the magnetic field method was used to prepare the aligned hooked-end steel fiber cementitious composites (ASFRC) and the fracture behavior was investigated. In order to achieve the alignment of steel fibers, the key parameters including the rheology of the mixture and magnetic induction of electromagnetic field were theoretically analyzed. The results showed that, compared with SFRC, the cracking load and the ultimate load of ASFRC were increased about 24–55% and 51–86%, respectively, depending on the fiber addition content. In addition, the flexural tensile strength and residual flexural strength of ASFRC were found to increase up to 105% and 100%, respectively. The orientation of steel fibers also has a significant effect on energy consumption. The fracture energy of ASFRC was 56–70% greater than SFRC and the reinforcement effect of hooked-end steel fiber was higher than straight steel fiber. The fibers in the fracture surface showed that not only was the number of fibers of ASFRC higher than that of SFRC, but also the orientation efficiency factor of ASFRC was superior to SFRC, which explains the improvement of fracture behavior of ASFRC.https://www.mdpi.com/1996-1944/15/2/542steel fiber reinforced cementitious compositesaligned steel fiber concretemechanical propertiesfracture parametersfiber orientation efficiency factor
spellingShingle Sujjaid Khan
Longbang Qing
Iftikhar Ahmad
Ru Mu
Mengdi Bi
Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers
Materials
steel fiber reinforced cementitious composites
aligned steel fiber concrete
mechanical properties
fracture parameters
fiber orientation efficiency factor
title Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers
title_full Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers
title_fullStr Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers
title_full_unstemmed Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers
title_short Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers
title_sort investigation on fracture behavior of cementitious composites reinforced with aligned hooked end steel fibers
topic steel fiber reinforced cementitious composites
aligned steel fiber concrete
mechanical properties
fracture parameters
fiber orientation efficiency factor
url https://www.mdpi.com/1996-1944/15/2/542
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AT iftikharahmad investigationonfracturebehaviorofcementitiouscompositesreinforcedwithalignedhookedendsteelfibers
AT rumu investigationonfracturebehaviorofcementitiouscompositesreinforcedwithalignedhookedendsteelfibers
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