High-efficiency assessment method of damage to building structures under explosions

LYU Jinxian; WU Hao; LU Yonggang; CHEN De

doi:10.11883/bzycj-2024-0053

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LYU Jinxian, WU Hao, LU Yonggang, CHEN De. High-efficiency assessment method of damage to building structures under explosions[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2024-0053

Citation:

LYU Jinxian, WU Hao, LU Yonggang, CHEN De. High-efficiency assessment method of damage to building structures under explosions[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2024-0053

LYU Jinxian, WU Hao, LU Yonggang, CHEN De. High-efficiency assessment method of damage to building structures under explosions[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2024-0053

Citation:

LYU Jinxian, WU Hao, LU Yonggang, CHEN De. High-efficiency assessment method of damage to building structures under explosions[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2024-0053

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High-efficiency assessment method of damage to building structures under explosions

doi: 10.11883/bzycj-2024-0053

LYU Jinxian^1
,,
WU Hao^{1
,
,},
LU Yonggang²,
CHEN De¹

1.
College of Civil Engineering, Tongji University, Shanghai 200092, China
2.
Institute of Systems Engineering, China Academy of Engineering Physics, Mianyang 621999, Sichuan, China

Received Date: 2024-02-26
Rev Recd Date: 2024-05-09

Available Online: 2024-05-11

Abstract

Abstract

Damage assessment of building structures plays an important role in military operations and engineering protection design. However, there is a lack of high-efficiency and validated damage assessment methods due to the complexity, variety, and large size of building structures. Therefore, a structural damage assessment method was proposed based on the high-precision numerical simulation analysis, in which the blast loadings, as well as the damage degrees of members, rooms, and building structures, were comprehensively considered. Firstly, the typical explosion tests and collapse accidents of reinforced concrete (RC) structures and masonry walls were numerically reproduced to verify the reliability of the numerical simulation approach for masonry-infilled RC frame structures. Subsequently, the blast-resistant analysis of a typical three-story masonry-infilled RC frame structure was conducted under internal explosions of different charge weights (25−200kg TNT), including the propagation of blast waves, structural damage, and scattering of infilled walls. Besides, the proposed high-efficiency assessment method exhibited four key characteristics: (1) the concept of mirror explosion source and the non-linear shock addition rules were combined to predict the internal blast loadings in central and adjacent rooms; (2) the damage degrees of structural and non-structural members, i.e., beams, slabs, columns, and infilled walls, were determined by the equivalent single degree of freedom method; (3) the importance factor of members was considered and weighted to evaluate the damage degree of the room; (4) the influence of usage and location of each room on the damage degree of the building structure was considered. Finally, the proposed assessment method was employed to predict the aforementioned explosion scenarios. It derives that the RC frame structures exhibit slight, moderate, and severe damage under the explosions of 25, 100, and 200 kg TNT, respectively. The predicted damage degrees are identical to the simulation results, while the calculation time is reduced by over 99%. Therefore, the proposed method possesses reliability and timeliness in damage assessment of building structures.
- blast loadings,
- building structure,
- damage assessment method,
- damage and failure

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References

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