中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Damage assessment of ultra-high-performance concrete protective wall against gaseous explosion

文献类型:期刊论文

作者Chen, Di2,3; Li, Jun2; Liu, Jian1; Wu, Chengqing2,3
刊名ENGINEERING STRUCTURES
出版日期2025-06-01
卷号332页码:14
关键词UHPC Damage assessment Gaseous explosion KCC model Artificial neural network
ISSN号0141-0296
DOI10.1016/j.engstruct.2025.120071
英文摘要Ultra-high-performance concrete (UHPC) exhibits excellent mechanical strength and ductility, rendering it an ideal material for blast-resistant structures. This study focuses on the damage assessment of UHPC protective walls subjected to gaseous explosions, which differ from high explosive loads by having lower peak overpressures and longer durations. By combining advanced numerical modeling and machine learning techniques, the Karagozian & Case Concrete (KCC) material model was adapted to UHPC with a compressive strength of 160 MPa and validated against quasi-static and dynamic experimental results. Numerical structural analysis revealed that shock waves caused more severe damage than pressure waves for the same impulse, underscoring the importance of distinguishing between blast types in design. A parametric study examined the effects of wall thickness, height, and reinforcement ratios on pressure-impulse (P-I) diagrams, offering practical insights for optimizing UHPC blast-resistant wall designs. To address computational challenges, an artificial neural network (ANN) model was trained on 3044 numerical results to predict the dynamic response of UHPC structures, achieving high accuracy (R2 = 0.989). This comprehensive methodology enables efficient evaluation and optimization of UHPC protective walls under gaseous explosions, supporting safer designs in high-risk industries handling flammable gases.
资助项目Australia Research Council under ARC Discovery Project[DP210101100]
WOS研究方向Engineering
语种英语
WOS记录号WOS:001446449300001
出版者ELSEVIER SCI LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/36417]  
专题中科院武汉岩土力学所
通讯作者Li, Jun; Wu, Chengqing
作者单位1.Guangzhou Univ, Protect Struct Ctr, Sch Civil Engn, Guangzhou 510006, Peoples R China
2.Univ Technol Sydney, Sch Civil & Environm Engn, Sydney, NSW 2007, Australia
3.Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Chen, Di,Li, Jun,Liu, Jian,et al. Damage assessment of ultra-high-performance concrete protective wall against gaseous explosion[J]. ENGINEERING STRUCTURES,2025,332:14.
APA Chen, Di,Li, Jun,Liu, Jian,&Wu, Chengqing.(2025).Damage assessment of ultra-high-performance concrete protective wall against gaseous explosion.ENGINEERING STRUCTURES,332,14.
MLA Chen, Di,et al."Damage assessment of ultra-high-performance concrete protective wall against gaseous explosion".ENGINEERING STRUCTURES 332(2025):14.

入库方式: OAI收割

来源:武汉岩土力学研究所

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