Technical Papers
Sep 29, 2023

Experimental Investigation on Dynamic Compressive Properties of Phosphogypsum-Based Concretes

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 12

Abstract

In this study, hemihydric phosphogypsum (HPG) was used to partially replace cement to prepare phosphogypsum-based concrete (PGBC). A split-Hopkinson pressure bar (SHPB) system was used to perform dynamic compression tests on PGBC in the strain rate range from 136  s1 to 432  s1. The effects of the strain rate on the dynamic compressive performances, impact toughness, and failure modes of the PGBC with different HPG replacement rates (30%, 35%, 40%, 45%, and 50%) were quantitatively discussed. The results showed that, like plain concrete, PGBC exhibited a significant strain rate effect and its dynamic compressive mechanical properties increased with the increase in the strain rate. The dynamic compressive mechanical properties of concrete were weakened by HPG replacement, but the strain rate sensitivity of concrete was improved when HPG was replaced. The dynamic compressive strength and dynamic modulus of elasticity of the PGBC approximately followed a trend of first increasing and then decreasing with the increase in the HPG replacement rate.

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Data Availability Statement

Some data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the Guizhou Provincial Science and Technology Project (Grant No. [2020]1Y244), the National Natural Science Foundation of China (Grant Nos. 12162009, 51968009, and 52168027), and the Civil Engineering First-class Discipline Construction Project of Guizhou Province (Grant No. QYNYL[2017]0013). We thank LetPub (www.letpub.com) for its linguistic assistance during the preparation of this manuscript.
Author contributions: Sihan Chen: conceptualization, methodology, writing (original draft), and software. Dewen Kong: funding acquisition, resources, and writing (review and editing). Lingling Wang: funding acquisition and writing (review and editing). Xiang Cheng: conceptualization and methodology. Rusong Fu: investigation and data curation. Fangtao Lv: validation and project administration.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 12December 2023

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Received: Jan 4, 2023
Accepted: May 26, 2023
Published online: Sep 29, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 29, 2024

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College of Civil Engineering, Guizhou Univ., Guiyang 550025, China; Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety, Guizhou Univ., Guiyang 550025, China. Email: [email protected]
Professor, College of Civil Engineering, Guizhou Univ., Guiyang 550025, China; Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety, Guizhou Univ., Guiyang 550025, China. Email: [email protected]
Professor, College of Civil Engineering, Guizhou Univ., Guiyang 550025, China; Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety, Guizhou Univ., Guiyang 550025, China (corresponding author). ORCID: https://orcid.org/0000-0003-3396-225X. Email: [email protected]
Xiang Cheng [email protected]
College of Civil Engineering, Guizhou Univ., Guiyang 550025, China. Email: [email protected]
College of Civil Engineering, Guizhou Univ., Guiyang 550025, China; Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety, Guizhou Univ., Guiyang 550025, China. Email: [email protected]
College of Civil Engineering, Guizhou Univ., Guiyang 550025, China; Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety, Guizhou Univ., Guiyang 550025, China. Email: [email protected]

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