Effect of Spraying Polyurea on the Anti-Blast Performance of the Ultra-High Performance Concrete Slab

Recently, polyurea has been applied to improve the anti-blast performance of metal plates, masonry walls, and concrete structures. However, the strengthening effectiveness of polyurea on ultra-high performance concrete (UHPC) slabs with an overall response is still unclear. Hence, this paper examine...

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Main Authors: Bin Gao, Jun Wu, Qinyi Chen, Jun Yu, Haitao Yu
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/22/24/9888
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author Bin Gao
Jun Wu
Qinyi Chen
Jun Yu
Haitao Yu
author_facet Bin Gao
Jun Wu
Qinyi Chen
Jun Yu
Haitao Yu
author_sort Bin Gao
collection DOAJ
description Recently, polyurea has been applied to improve the anti-blast performance of metal plates, masonry walls, and concrete structures. However, the strengthening effectiveness of polyurea on ultra-high performance concrete (UHPC) slabs with an overall response is still unclear. Hence, this paper examined the strengthening effectiveness of polyurea on the anti-blast performance of UHPC slabs under near-field explosion by the finite element (FE) method. First, a benchmark finite element model for UHPC and polyurea-UHPC (PUHPC) slabs under blast loading was established and validated by field blast tests, with scaled distances ranging from 0.4 m/kg<sup>1/3</sup> to 0.8 m/kg<sup>1/3</sup>. After that, parametric analysis was conducted to fully understand the strengthening effectiveness of polyurea on the anti-blast performance of the UHPC slab. Factors including the scaled distance, polyurea thickness, span-to-depth ratio of the slab, and longitudinal reinforcement ratio were considered. The results showed that (1) spraying polyurea on the rear face of the UHPC slab can reduce the width of cracks and mitigate the damage of specimens; (2) the strengthening effectiveness of polyurea on the UHPC slab became prominent when the UHPC slab suffered a larger maximum deflection; (3) in terms of the deflection and energy absorption capacity of PUHPC slabs, the optimum thickness of sprayed polyurea was determined to be 8 mm to 12 mm; and (4) by adopting the multiple nonlinear regression method, a prediction formula was developed to quickly obtain the end rotation of the UHPC slab strengthened with polyurea under near-field explosions.
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spelling doaj.art-33d677168ecf4c748326d5b6f2f9af102023-11-24T17:56:58ZengMDPI AGSensors1424-82202022-12-012224988810.3390/s22249888Effect of Spraying Polyurea on the Anti-Blast Performance of the Ultra-High Performance Concrete SlabBin Gao0Jun Wu1Qinyi Chen2Jun Yu3Haitao Yu4School of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201620, ChinaSchool of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201620, ChinaSchool of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201620, ChinaSchool of Civil Engineering, Southeast University, Nanjing 211189, ChinaDepartment of Geotechnical Engineering, Tongji University, Shanghai 200092, ChinaRecently, polyurea has been applied to improve the anti-blast performance of metal plates, masonry walls, and concrete structures. However, the strengthening effectiveness of polyurea on ultra-high performance concrete (UHPC) slabs with an overall response is still unclear. Hence, this paper examined the strengthening effectiveness of polyurea on the anti-blast performance of UHPC slabs under near-field explosion by the finite element (FE) method. First, a benchmark finite element model for UHPC and polyurea-UHPC (PUHPC) slabs under blast loading was established and validated by field blast tests, with scaled distances ranging from 0.4 m/kg<sup>1/3</sup> to 0.8 m/kg<sup>1/3</sup>. After that, parametric analysis was conducted to fully understand the strengthening effectiveness of polyurea on the anti-blast performance of the UHPC slab. Factors including the scaled distance, polyurea thickness, span-to-depth ratio of the slab, and longitudinal reinforcement ratio were considered. The results showed that (1) spraying polyurea on the rear face of the UHPC slab can reduce the width of cracks and mitigate the damage of specimens; (2) the strengthening effectiveness of polyurea on the UHPC slab became prominent when the UHPC slab suffered a larger maximum deflection; (3) in terms of the deflection and energy absorption capacity of PUHPC slabs, the optimum thickness of sprayed polyurea was determined to be 8 mm to 12 mm; and (4) by adopting the multiple nonlinear regression method, a prediction formula was developed to quickly obtain the end rotation of the UHPC slab strengthened with polyurea under near-field explosions.https://www.mdpi.com/1424-8220/22/24/9888polyureaUHPC slabsstrengthening effectivenessnear-field explosionparametric analysis
spellingShingle Bin Gao
Jun Wu
Qinyi Chen
Jun Yu
Haitao Yu
Effect of Spraying Polyurea on the Anti-Blast Performance of the Ultra-High Performance Concrete Slab
Sensors
polyurea
UHPC slabs
strengthening effectiveness
near-field explosion
parametric analysis
title Effect of Spraying Polyurea on the Anti-Blast Performance of the Ultra-High Performance Concrete Slab
title_full Effect of Spraying Polyurea on the Anti-Blast Performance of the Ultra-High Performance Concrete Slab
title_fullStr Effect of Spraying Polyurea on the Anti-Blast Performance of the Ultra-High Performance Concrete Slab
title_full_unstemmed Effect of Spraying Polyurea on the Anti-Blast Performance of the Ultra-High Performance Concrete Slab
title_short Effect of Spraying Polyurea on the Anti-Blast Performance of the Ultra-High Performance Concrete Slab
title_sort effect of spraying polyurea on the anti blast performance of the ultra high performance concrete slab
topic polyurea
UHPC slabs
strengthening effectiveness
near-field explosion
parametric analysis
url https://www.mdpi.com/1424-8220/22/24/9888
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