Damage assessment of prefabricated prestressed channel slab under plane charge blast

•Designed prefabricated prestressed channel slab could resist low-altitude nuclear blast without plastic damage.•The plane charge blast test with long positive duration (more than 2 s) was successfully implemented.•Positive duration was related to the quality of the overlying soil and the air shock...

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Veröffentlicht in:Engineering structures 2021-11, Vol.246, p.113021, Article 113021
Hauptverfasser: Cai, Runze, Li, Yanzhao, Zhang, Chunxiao, Qi, Hui, Mao, Jize, Pan, Yang, Liu, Hanchao
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container_start_page 113021
container_title Engineering structures
container_volume 246
creator Cai, Runze
Li, Yanzhao
Zhang, Chunxiao
Qi, Hui
Mao, Jize
Pan, Yang
Liu, Hanchao
description •Designed prefabricated prestressed channel slab could resist low-altitude nuclear blast without plastic damage.•The plane charge blast test with long positive duration (more than 2 s) was successfully implemented.•Positive duration was related to the quality of the overlying soil and the air shock wave overpressure design value.•Theoretical calculation and ABAQUS simulation results were verified by experimental data. The study of the mechanical properties of prestressed concrete channel slabs under different plane charge air blasts for applications in civil defense engineering is significant. For this reason, similar simulation tests were conducted on the anti-explosive performance of three 1:3 scale prestressed concrete channel slabs under 9 times plane charge air blast. The positive duration was more than 260 ms to simulate the uniform distribution load of a strong blast air shock wave on the prestressed concrete channel slab. The results showed that the designed prestressed concrete channel slab had good displacement ductility without brittle destruction, which significantly reduced the damage of the blasting impact on the structure. The channel slab could resist an air shock load of 0.467 MPa without damage. On the other hand, the positive duration was not only related to the quality of the overlying soil but also related to the air shock wave overpressure design value. The channel plate is regarded as a rigid-plastic component to calculate its plastic dynamic response under explosive load. In addition, the reliability of the theoretical calculation results and ABAQUS software simulation were verified by experimental data, which provided a feasible analytical method for calculation and simulation research in civil air defense engineering.
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The study of the mechanical properties of prestressed concrete channel slabs under different plane charge air blasts for applications in civil defense engineering is significant. For this reason, similar simulation tests were conducted on the anti-explosive performance of three 1:3 scale prestressed concrete channel slabs under 9 times plane charge air blast. The positive duration was more than 260 ms to simulate the uniform distribution load of a strong blast air shock wave on the prestressed concrete channel slab. The results showed that the designed prestressed concrete channel slab had good displacement ductility without brittle destruction, which significantly reduced the damage of the blasting impact on the structure. The channel slab could resist an air shock load of 0.467 MPa without damage. On the other hand, the positive duration was not only related to the quality of the overlying soil but also related to the air shock wave overpressure design value. The channel plate is regarded as a rigid-plastic component to calculate its plastic dynamic response under explosive load. 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The study of the mechanical properties of prestressed concrete channel slabs under different plane charge air blasts for applications in civil defense engineering is significant. For this reason, similar simulation tests were conducted on the anti-explosive performance of three 1:3 scale prestressed concrete channel slabs under 9 times plane charge air blast. The positive duration was more than 260 ms to simulate the uniform distribution load of a strong blast air shock wave on the prestressed concrete channel slab. The results showed that the designed prestressed concrete channel slab had good displacement ductility without brittle destruction, which significantly reduced the damage of the blasting impact on the structure. The channel slab could resist an air shock load of 0.467 MPa without damage. On the other hand, the positive duration was not only related to the quality of the overlying soil but also related to the air shock wave overpressure design value. 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subjects Aerial explosions
Air blast
Air defense
Blasting (explosive)
Charge air
Civil defense
Concrete
Concrete slabs
Damage
Damage assessment
Displacement ductility
Ductility
Dynamic response
Finite element method
Impact damage
Load distribution
Mathematical analysis
Mechanical properties
Overpressure
Positive duration
Prefabrication
Prestressed channel slab
Prestressed concrete
Shock loads
Shock waves
Simulation
Slabs
title Damage assessment of prefabricated prestressed channel slab under plane charge blast
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