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爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展
2021年第3期
钢板-混凝土组合结构;抗剪连接件;爆炸载荷;动力响应;抗爆性能
Steel plate-concrete composite structure; Shear connector; Blast load; Dynamic response; Anti-explosion performance
2021年第3期
10.19761/j.1000-4637.2021.03.082.06
国家自然科学基金项目(11302094、52008076);辽宁省高等学校优秀人才项目(LJQ2014063);辽宁省自然科学基金项目(20170540441)。
秦彦帅1,曲艳东1,2,李继野2,张瑞雪1,于 跃1
1.辽宁工业大学 土木建筑工程学院,辽宁 锦州121001;2.大连民族大学 土木工程学院, 辽宁 大连 116650

秦彦帅1,曲艳东1,2,李继野2,张瑞雪1,于 跃1

秦彦帅,曲艳东,李继野,等.爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展[J].混凝土与水泥制品,2021(3):82-87.

QIN Y S,QU Y D,LI Ji-ye,et al.Research Progress on Dynamic Performances of Steel Plate-concrete Composite Structures Under Blast Loads[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(3):82-87.

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刊期 : 2021年第3期
关键词 : 钢板-混凝土组合结构;抗剪连接件;爆炸载荷;动力响应;抗爆性能
Key words : Steel plate-concrete composite structure; Shear connector; Blast load; Dynamic response; Anti-explosion performance
刊期 : 2021年第3期
DOI : 10.19761/j.1000-4637.2021.03.082.06
文章编号 :
基金项目 : 国家自然科学基金项目(11302094、52008076);辽宁省高等学校优秀人才项目(LJQ2014063);辽宁省自然科学基金项目(20170540441)。
作者 : 秦彦帅1,曲艳东1,2,李继野2,张瑞雪1,于 跃1
单位 : 1.辽宁工业大学 土木建筑工程学院,辽宁 锦州121001;2.大连民族大学 土木工程学院, 辽宁 大连 116650

秦彦帅1,曲艳东1,2,李继野2,张瑞雪1,于 跃1

秦彦帅,曲艳东,李继野,等.爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展[J].混凝土与水泥制品,2021(3):82-87.

QIN Y S,QU Y D,LI Ji-ye,et al.Research Progress on Dynamic Performances of Steel Plate-concrete Composite Structures Under Blast Loads[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(3):82-87.

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参考文献
引用本文

摘   要:钢板-混凝土组合结构(SPCCS)是一种具有自重轻、延性和抗力高、施工简便和经济效果显著等优点的新型混凝土组合结构。爆炸冲击载荷作用下SPCCS的力学性能与常规载荷作用下的结构性能相比,存在较大区别。论述了SPCCS的构成特性与分类,从理论、试验和数值模拟三个方面综述了爆炸冲击载荷作用下SPCCS的动力响应和损伤破坏的最新研究成果,并对其未来发展趋势进行了展望。

Abstract: As a new type of composite structure, steel plate-concrete composite structure (SPCCS) has certain advantages, such as light weight, high ductility and resistance, simple construction and significant economic effect. The mechanical properties of SPCCS under blast loads are different from those under conventional loads. The composition characteristics and classification of SPCCS are discussed in engineering fields, and the latest research results of dynamic response and failure of SPCCS under blast loads are summarized from three aspects of theory, experiment and numerical simulation, and the development trend of SPCCS in the future is prospected.

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SPCCS的抗爆性能及其应用,已成为防护工程和反恐防爆等领域的研究热点之一。从研究方法来看,主要是以数值模拟方法为主,理论分析和试验研究相对较少。理论分析尚不能充分考虑抗剪连接件对结构的作用,包括结构的破坏形态、损伤机理、动力特性、裂缝的扩展速度、抗剪连接件的极限承载力和荷载滑移曲线、组合界面滑移;爆炸试验的难度较大,对设备的要求较高,且对数据的采集不够完善,缺乏基础性试验数据。今后,相关的试验研究及相应的测试技术依然是研究的重点和难点;关于数值模拟研究,目前仍以LS-DYNA、ABAQUS等商用有限元软件模拟为主,模拟方法相对较成熟,但是,如何通过大型的试验技术获得SPCCS结构的动态本构关系,并综合考虑钢板和混凝土材料在高应变率下的力学特性,建立仿真模型以保证模拟结构的准确性,尚待进一步研究。
 

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秦彦帅,曲艳东,李继野,.爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展[J].混凝土与水泥制品,2021(3):82-87.

QIN Y S,QU Y D,LI Ji-ye,et al.Research Progress on Dynamic Performances of Steel Plate-concrete Composite Structures Under Blast Loads[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(3):82-87.

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