新型聚脲涂层波纹钢板钢筋混凝土板的防爆性能

IF 3.6 3区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY International Journal of Concrete Structures and Materials Pub Date : 2024-07-08 DOI:10.1186/s40069-024-00682-z
Wei Wang, Congkun Zhang, Guangrui Yang
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引用次数: 0

摘要

提高建筑墙体的抗爆性能一直是当前防护工程研究的热点话题,在此过程中,波纹钢板和聚异氰酸酯恶唑烷(POZD)被广泛应用,但对二者复合结构的抗爆性能研究较少。本文通过试验和数值模拟研究了 POZD 和波纹钢对 POZD 涂层波纹钢板钢筋混凝土板(PSRC)接触爆炸下的抗爆性能的影响。采用任意拉格朗日-欧拉(ALE)方法建立了 PSRC 板的有限元(FE)模型。通过分析应力波在结构中的传播衰减过程,揭示了 POZD 涂层加固结构的原理。随后,进行了一系列数值计算,研究了 POZD 厚度和波纹钢角度对爆炸荷载下 PSRC 板性能的影响。建立了结构损伤特征与 POZD 涂层之间的关系,并得出了考虑 POZD 厚度和 TNT 质量的归一化最大中跨位移经验公式。分析了不同角度的波纹钢对其抗爆性能的影响,得出了考虑波纹钢角度和 TNT 质量的最大挠度经验公式。研究表明,在结构背面涂覆 POZD 涂层后,爆炸产生的应力波峰值应力仅为入射波的 2.79%,结构的抗爆性能大大提高。增加 POZD 的厚度可显著提高 PSRC 板的抗爆性能,PSRC 板的最大挠度随 POZD 厚度的增加呈指数下降。随着波纹角钢的增加,PSRC 板的抗爆性能也得到了提高。波形钢角为 50 时,PSRC 的改善效果最好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

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Anti-explosion Performance of a New Type of Polyurea-Coated Corrugated Steel Plate Reinforced Concrete Slab

Improving the explosion resistance of the building wall has been a hot topic in the current protection engineering research, in this process, corrugated steel and polyisocyanate oxazolidine (POZD) were widely used, but there are few studies on the anti-explosion performance of the composite structure of the two. In this paper, the effects of POZD and corrugated steel on the explosion resistance of POZD-coated corrugated steel plate reinforced concrete slab (PSRC) under contact explosion were studied by test and numerical simulation. The finite element (FE) model of the PSRC slab was established by using Arbitrary Lagrangian–Eulerian (ALE) method. The principle of POZD coating reinforced structure was revealed by analyzing the attenuation process of stress wave propagation in the structure. Subsequently, a series of numerical calculations were conducted to investigate the effect of POZD thickness and corrugated steel angle on the performance of the PSRC slab under explosive load. The relationship between structural damage characteristics and the POZD coating was established, the empirical formula of the normalized maximum mid-span displacement considering POZD thickness and TNT mass was obtained. The effect of corrugated steel with different angles on its anti-explosion performance was analyzed, the empirical formula of the maximum deflection considering corrugated steel angle and TNT mass was obtained. Studies have shown that the peak stress of the stress wave generated by the explosion is only 2.79% of the incident wave after the POZD coating is coated on the back of the structure, the anti-explosion performance of the structure is greatly improved. Increasing the thickness of POZD can significantly increase the anti-explosion performance of PSRC slab, the maximum deflection of PSRC slab decreases exponentially with increasing POZD thickness. The explosion resistance of PSRC slab was enhanced with increasing corrugated steel angles. The corrugated steel angles is 50 , the improvement effect of PSRC is the best.

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来源期刊
International Journal of Concrete Structures and Materials
International Journal of Concrete Structures and Materials CONSTRUCTION & BUILDING TECHNOLOGY-ENGINEERING, CIVIL
CiteScore
6.30
自引率
5.90%
发文量
61
审稿时长
13 weeks
期刊介绍: The International Journal of Concrete Structures and Materials (IJCSM) provides a forum targeted for engineers and scientists around the globe to present and discuss various topics related to concrete, concrete structures and other applied materials incorporating cement cementitious binder, and polymer or fiber in conjunction with concrete. These forums give participants an opportunity to contribute their knowledge for the advancement of society. Topics include, but are not limited to, research results on Properties and performance of concrete and concrete structures Advanced and improved experimental techniques Latest modelling methods Possible improvement and enhancement of concrete properties Structural and microstructural characterization Concrete applications Fiber reinforced concrete technology Concrete waste management.
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