IMHE OpenIR  > 山地灾害与地表过程重点实验室
Alternative TitleStructural optimization of aluminum foam sandwich panel for bridge pier reinforcement across debris flow in mountain areas
王东坡1; 李伟2; 何思明3,4; 李新坡3,4; 吴永3,4
Corresponding Author王东坡
Source Publication振动与冲击
Other Abstract 在山区跨泥石流桥墩外表面覆盖一层缓冲防护结构可有效减小泥石流冲击危害,达到保护桥墩的目的。为此,将泡沫铝作为一种耗能缓冲材料引入桥墩抗泥石流冲击领域,并将其与钢板组合为复合夹芯结构,采用静力压载试验对五种不同结构形式夹芯板的力学性能进行分析。结果表明:泡沫铝夹芯结构在进入屈服强度后有宽而平的耗能缓冲应力平台,可吸收大量的冲击能量;对比五种夹芯结构的耗能性能,确定未加入竖向钢板的双层泡沫铝夹芯结构为最优化的结构形式。在此基础上开展优化结构在跨泥石流桥墩上的示范应用,工程应用效果显著。;

Bridge pier covered by buffer structure in mountain areas can effectively reduce the impact of debris flow, and protect itself. As an energy dissipation buffer material, the aluminum foam combined with steel plate was introduced to protect the bridge pier from the impact of debris flow. The mechanical properties of five different structural forms of sandwich panels were analyzed by static load test. The results show: the aluminum foam sandwich structure has a broad and flat range of energy buffer and dissipation which can absorb a large amount of impact energy; the double-layer aluminum foam sandwich structure is the best structural form by comparing the energy dissipation performance among the five different structural forms of sandwich panels. On this basis, an optimized structure was applied to the bridge pier across the debris flow, and the effect of engineering application is remarkable.

Keyword泥石流 桥墩 泡沫铝 压载试验 耗能缓冲
Subject AreaU443.22
Indexed ByEI ; CSCD ; 北大中文核心
Funding Organization国家自然科学基金(41502297 ; 41572303) ; 中国科学院科技服务网络计划项目(KFJ-EW-STS-094) ; 国家重点基础研究发展计划“973”项目(2013CB733201)
Accession numberccession number:20162302468463
Citation statistics
Cited Times:4[CSCD]   [CSCD Record]
Document Type期刊论文
Recommended Citation
GB/T 7714
王东坡,李伟,何思明,等. 泡沫铝夹芯板加固山区跨泥石流桥墩抗冲结构优化研究[J]. 振动与冲击,2016,35(10):108-114.
APA 王东坡,李伟,何思明,李新坡,&吴永.(2016).泡沫铝夹芯板加固山区跨泥石流桥墩抗冲结构优化研究.振动与冲击,35(10),108-114.
MLA 王东坡,et al."泡沫铝夹芯板加固山区跨泥石流桥墩抗冲结构优化研究".振动与冲击 35.10(2016):108-114.
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