Study on mechanical behavior and microstructure of reactive powder concrete with hybrid short-cut steel fibers

Published: 14 January 2026| Version 1 | DOI: 10.17632/gny3jctv25.1
Contributors:
Junkai Lu, Zhiqiang Li, Min Zhou, Jiaxing Zhou, YONGCHENG JI

Description

Fig.6. The effects of the aspect ratio and steel fiber content on compressive strength of SRPC Fig.7 Comparison of compressive strength of MSRPC specimens. Fig.8 Non-dimensional compressive strength of specimens with fiber dosage of 2%. Fig.9 The effects of steel fiber aspect ratio and dosage on the splitting tensile strength of SRPCs Fig.10 Comparison of splitting tensile strength of MSRPCs Fig.11 Non-dimensional splitting tensile strength of specimens with fiber dosage of 2% Fig.13 Effects of steel fiber dosage and aspect ratio on tension-compression ratio of SRPC specimens Fig.14 Effects of 4mm steel fiber percentage in hybrid fiber on tension compression ratio of MSRPC specimens

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Institutions

  • Northeast Forestry University

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Natural Sciences

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