Abstract

Concrete is currently the most widely used material in civil engineering structures. In addition to being subjected to dead loads and live loads during its service, it may also encounter accidental loads such as impacts and collisions. Previous research has shown that the forced characteristics of concrete structures under dynamic loads such as impacts and collisions are very different from those under static loads. In order to summarize the dynamic characteristics of concrete structures and measures to reduce its impact damage, this article firstly introduced the mechanical characteristics of concrete structures under impact loads, including the dynamic force characteristics of concrete structures under high-speed, low-speed impact loads and confining pressure; Then reviews the achievements and development of domestic and foreign scholars on concrete impact research in recent years: the research status of concrete dynamic constitutive structure is summarized from the aspects of the sensitivity of concrete strength strain rate and the dynamic constitutive model; the research status of impact resistance of concrete structure is carried out from the aspects of high-speed, low-speed impact load and measures to reduce its impact damage. Finally the development trend of concrete structure impact is summarized and prospected, which will provide some references for the subsequent research on concrete structure impact.

Highlights

  • Concrete is currently the most widely used material in civil engineering structures

  • Previous research has shown that the forced characteristics of concrete structures

  • In order to summarize the dynamic characteristics of concrete structures and measures to reduce its impact damage

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Summary

Introduction

Concrete is currently the most widely used material in civil engineering structures. In addition to being subjected to dead loads and live loads during its service, it may encounter accidental loads such as impacts and collisions. 摘要:混凝土是当前土木工程结构中使用最为广泛的材料,在其使用期间内除了受到恒荷载、活荷载的作用外,还可能 遇到冲击、碰撞等偶然荷载。已有研究表明混凝土结构在冲击、碰撞等动力荷载作用下的受力特征与静力荷载下有很大 不同。为了总结混凝土结构的动态受力特性以及减小其冲击损伤的措施,本文首先介绍了混凝土结构在冲击荷载作用下 的受力特性,其中包括混凝土结构在高速、低速冲击荷载以及围压状态下的动态受力特性;然后综述了近年来国内外学 者关于混凝土冲击研究的成果与进展:从混凝土强度应变率敏感性和其动态本构模型方面对混凝土动态本构的研究现状 进行了总结;从高速、低速冲击荷载以及减小其冲击损伤措施方面对混凝土结构的抗冲击研究现状进行了总结;最后总 结了混凝土结构冲击发展趋势,并对其发展趋势进行了展望,为之后开展混凝土结构冲击的研究提供部分参考。 日常生活中,工程结构受到冲击的事故时常发生,而 这些事故轻则造成一定的经济损失,重则造成人员伤亡。 一般情况下,冲击可分为高速冲击与低速冲击两大类,其 中高速冲击以爆炸为代表,其中包括恐怖袭击,煤气或天 然气爆炸,子弹打靶等,有数据统计表明,与炸弹有关的 恐怖袭击活动在全球恐怖袭击活动总数中位列第二[1],刘 琥等通过子弹打击防弹玻璃的试验获得了防弹玻璃的破 坏过程,并验证了防弹玻璃侵彻毁伤及防护机理[2];而低 速冲击则以撞击为代表,比如船舶与桥梁的碰撞、车辆与 公路栏杆的碰撞、地震作用下桥梁主梁与挡块的碰撞等, 在目前海域船舶通航量逐年增长的同时,较多的跨海桥梁 受到轮船撞击的事故时常发生[3],2008年的汶川地震发生 后,通过震后调查发现大量梁式桥的板式橡胶支座和钢筋 混凝土挡块发生了碰撞,最终导致桥梁破坏倒塌[4,5]。高 速冲击与低速冲击二者之间并没有明确的划分标准,一般 认为冲击块的质量较小、冲击速度较快、冲击时间较短, 使被冲击结构发生局部穿透破坏的冲击为高速冲击;而冲 击块的质量较大、冲击速度较低、冲击时间较长,使被冲 击结构发生整体破坏的冲击为低速冲击。混凝土是建筑结 出结论:短柱所受冲击力与冲击速度成线性正相关;混凝 土短柱在轴向冲击荷载作用下会发生脆性破坏;随着冲击 能量的增加,短柱的破坏形式有一个从上而下逐步发展的 过程,初始的冲击能量主要是通过混凝土短柱顶部的变形 甚至碎裂来耗散的。孟一通过落锤冲击试验对混凝土圆柱 体试件进行了研究[10],试验记录了锤头冲击力和试件纵 向应变时程曲线,并利用高速摄像机记录下试件破坏的整 个过程。得出结论:冲击力峰值、平均最大应力、应变率 均随着冲击速度的增加而增大,而冲击时间则相反。

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