Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture Model

The flexural response of ultrahigh performance fiber-reinforced concrete (UHPFRC) was simulated based on the lattice fracture model. Fiber was modelled as separated beam that was connected to the matrix with interface beams. The simulated results were compared with the experimental results. Deviatio...

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Main Authors: Chunping Gu, Qiannan Wang, Wei Sun
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/7894192
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author Chunping Gu
Qiannan Wang
Wei Sun
author_facet Chunping Gu
Qiannan Wang
Wei Sun
author_sort Chunping Gu
collection DOAJ
description The flexural response of ultrahigh performance fiber-reinforced concrete (UHPFRC) was simulated based on the lattice fracture model. Fiber was modelled as separated beam that was connected to the matrix with interface beams. The simulated results were compared with the experimental results. Deviations occurred at the late stage of the strain-softening period. But both the strain-hardening behavior and multicracking phenomenon were observed in the simulation. The effects of fiber orientation and fiber content were studied with the lattice fracture model. The flexural strength and toughness of UHPFRC improved as the fibers were aligned distributed or the fiber content increased. The proposed model has the potential to help with the materials design of UHPFRC, and the limitations of the model were also discussed in the paper.
format Article
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institution Kabale University
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language English
publishDate 2018-01-01
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record_format Article
series Advances in Civil Engineering
spelling doaj-art-8a49d11f8c964908942974de50d57abd2025-02-03T01:20:55ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/78941927894192Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture ModelChunping Gu0Qiannan Wang1Wei Sun2College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, ChinaJiangsu Key Laboratory of Construction Materials, School of Materials Science and Engineering, Southeast University, Nanjing 211189, ChinaJiangsu Key Laboratory of Construction Materials, School of Materials Science and Engineering, Southeast University, Nanjing 211189, ChinaThe flexural response of ultrahigh performance fiber-reinforced concrete (UHPFRC) was simulated based on the lattice fracture model. Fiber was modelled as separated beam that was connected to the matrix with interface beams. The simulated results were compared with the experimental results. Deviations occurred at the late stage of the strain-softening period. But both the strain-hardening behavior and multicracking phenomenon were observed in the simulation. The effects of fiber orientation and fiber content were studied with the lattice fracture model. The flexural strength and toughness of UHPFRC improved as the fibers were aligned distributed or the fiber content increased. The proposed model has the potential to help with the materials design of UHPFRC, and the limitations of the model were also discussed in the paper.http://dx.doi.org/10.1155/2018/7894192
spellingShingle Chunping Gu
Qiannan Wang
Wei Sun
Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture Model
Advances in Civil Engineering
title Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture Model
title_full Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture Model
title_fullStr Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture Model
title_full_unstemmed Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture Model
title_short Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture Model
title_sort simulation of the flexural response of ultrahigh performance fiber reinforced concrete with lattice fracture model
url http://dx.doi.org/10.1155/2018/7894192
work_keys_str_mv AT chunpinggu simulationoftheflexuralresponseofultrahighperformancefiberreinforcedconcretewithlatticefracturemodel
AT qiannanwang simulationoftheflexuralresponseofultrahighperformancefiberreinforcedconcretewithlatticefracturemodel
AT weisun simulationoftheflexuralresponseofultrahighperformancefiberreinforcedconcretewithlatticefracturemodel