钢筋混凝土墙抗冲击性能的数值模拟分析

为了研究钢筋混凝土墙在冲击荷载作用下的动态响应,借助ANSYS/LS-DYNA建立钢筋混凝土墙的有限元模型。冲击体质量为2 t,冲击速度为3 m/s,分析了轴压比、墙宽和边缘构件对钢筋混凝土墙抗冲击性能的影响。在此基础上,分析了墙体在极限荷载作用下经历的3个阶段,提出了一种在极限荷载作用下墙体破坏失效的判别准则;利用所提出的判别准则分析了在极限荷载作用下轴压比、墙宽和边缘构件的影响。结果表明:在一定范围内,随着轴压比的增加,墙体抗冲击性能提高,有轴压的墙体损伤区域较为集中;增加墙宽和加入边缘构件均能有效增强墙体的抗冲击性能;在极限荷载作用下,冲击质量一定时,随着轴压比的增加,结构破坏失效所需的冲击能变小。     

金属蜂窝夹芯结构抗水下冲击性能

为揭示高强度水下爆炸冲击载荷作用下金属夹芯结构的抗冲击性能,在实验室开展小尺寸水下爆炸加载技术对金属蜂窝夹芯结构性能影响的实验研究。基于实验结果,开展了全尺寸数值模拟金属蜂窝夹芯结构在水下冲击载荷作用下的动态响应和抗冲击性能研究。结果表明,数值模拟、实验和理论模型计算的结果具有良好的一致性。由于蜂窝芯材相对密度对夹芯结构能量耗散方式和载荷传递机制的影响,结构动态响应、失效模式以及抗冲击性能随着冲击强度的变化表现出较为明显的不同。通过抗冲击参数分析,建立了反映金属蜂窝夹芯结构抗冲击性能的结构横向变形、固支反力、透射脉冲和塑性能耗随冲击强度和芯材相对密度变化的结构-载荷-性能量化关系。     

强冲击载荷下边界对固支方板的毁伤破坏试验

冲击载荷作用下边界条件对方板的毁伤破坏具有很大影响。利用落锤试验机开展了不同边界支撑下固支方板的冲击试验,为获取固支方板边界撕裂的典型破坏模式,专门设计加工了与固支方板尺寸相当的冲击锤头和可改变倒角的方板支撑框架。研究结果表明:(1)冲击载荷作用下,固支方板呈现出塑性大变形、单边撕裂、双边撕裂等典型破坏模式,倒角越小,方板越容易撕裂;(2)边界支撑对固支方板中心位移、整体变形轮廓影响较小,但对方板的撕裂长度、临界撕裂阈值存在较大影响;(3)不同边界支撑主要改变方板边界处的剪切应变,边界支撑倒角越小,剪切效果越明显,方板边界临界撕裂应变位于[0.191,0.241]区间。     

落锤冲击下钢筋混凝土梁响应及破坏的数值模拟

钢筋混凝土在动态冲击下表现出与静态加载不同的结构响应,且破坏模式更为复杂。在钢筋三折线本构模型中引入应变率效应,利用ABAQUS显式动力分析模块,对钢筋混凝土梁在不同高度冲击下的结构响应进行了数值模拟。得到的冲击力和跨中挠度时程曲线与实验结果吻合较好,验证了模型的有效性。基于该模型,研究了配筋率分别为2.56%、2.66%和2.76%时,钢筋混凝土梁在不同冲击速度下的结构响应。结果表明:增大配筋率能够提高梁的承载能力;随冲击速度的增大,配筋率对梁抗变形能力的增强效果逐渐减弱;当冲击速度为4.85m/s时,配筋率对梁破坏模式的影响微弱;当冲击速度大于4.85m/s时,随配筋率的减小,破坏模式由剪切破坏转变为弯曲破坏。     

涡流二极管内空化流动的实验研究

为了研究涡流二极管内空化流动的发展过程及对其性能的影响,对其空化现象的标志性现象—空气柱进行了试验研究,试验中捕捉了空气柱的形成过程,记录了不同雷诺数及不同出口背压下的空气柱尺寸,最后测量并对比了不同空气柱尺寸下的涡流二极管的性能。试验结果表明;空气柱是微气泡由于亨利定律在旋转流场形成的压力梯度下而发生的输运效应形成的;空气柱随雷诺数的增大而增大,不同雷诺数下的增大速度有所不同;相同流量下,出口背压越大,空气柱尺寸越小,涡流二极管的性能越高。上述结论对涡流二极管的设计及其指导工程应用具有重要的价值。     

面内冲击荷载下半凹角蜂窝的抗冲击特性

半凹角蜂窝结构因其零泊松比特征,具有独特的变形方式。将其与传统正泊松比(正六边形)蜂窝以及负泊松比(凹角)蜂窝在面内冲击荷载作用下的抗冲击性能进行对比分析,揭示出零泊松比效应对动力学性能的影响。在给定胞元几何参数(长细比)的情况下,分析了3种蜂窝构型在不同冲击速度下的变形特征,得出半凹角蜂窝的零泊松比特性使结构的局部变形带以"Ⅰ"型为主。根据一维冲击波理论,推导出半凹角蜂窝的平均抗压强度理论公式,与有限元结果进行对比,验证了该方法的有效性。数值结果表明,半凹角蜂窝的抗冲击性能介于正六边形蜂窝和凹角蜂窝之间。通过在半凹角蜂窝内部增加直杆,设计出一种新型零泊松比蜂窝,进一步提高了蜂窝结构的抗冲击性能,可为其他结构优化设计提供一定的理论参考。     

20 cm口径离子推力器力学特性模拟分析

为了提升20 cm离子推力器的抗冲击性能,对现有结构开展了力学分析和试验验证。对栅极组件进行结构等效处理后,采用有限元方法分析了整机的模态和冲击响应谱。分析结果显示,栅极组件结构等效前后的分析结果对比差距8.3%～11.9%;推力器的3个轴向基频分别为246,248,336 Hz,栅极组件和中间极靴是离子推力器的力学薄弱环节并对整体结构稳定性具有重要影响;在冲击载荷1600 g下,栅极组件表面应力主要集中在小孔区边缘处,且形变也主要发生在小孔区;在采取刚度为1000 kN/m的减振措施后,栅极组件的整体形变位移降低了60%～82%。试验结果显示,在10～1200 Hz的低频扫描过程中,推力器3个轴向的基频分别为256,258,348 Hz,与仿真结果基本一致,采用减振措施后的20 cm口径离子推力器通过了1600 g的冲击试验。     

极化效应对AlGaN/GaN异质结p-i-n光探测器的影响

基于等效薄层电荷近似模拟表征极化电荷的作用, 通过自洽求解Poisson-Schrödinger方程以及求解载流子连续性方程, 计算并且讨论了p-AlGaN层掺杂浓度和界面极化电荷对AlGaN/GaN异质结p-i-n紫外探测器能带结构和电场分布以及光电响应的影响. 结果表明, 极化效应与p-AlGaN层掺杂浓度相互作用对探测器性能有较大影响. 其中, 在完全极化条件下, p-AlGaN层掺杂浓度越大, p-AlGaN层的耗尽区越窄, i-GaN层越容易被耗尽, 器件光电流越小. 在一定掺杂浓度条件下, 极化效应越强, p-AlGaN层的耗尽区越宽, 器件的光电流越大. 最后还分析了该结构在不同温度下的探测性能, 证明了该结构可以在高温下正常工作.     

基于离散元方法的颗粒材料缓冲性能及影响因素分析

在冲击荷载作用下, 颗粒材料通过颗粒间的摩擦及非弹性碰撞可有效进行能量耗散实现缓冲作用. 本文采用离散元方法对冲击载荷下颗粒材料的缓冲过程进行数值分析, 研究不同厚度下颗粒材料的缓冲性能. 计算结果表明: 颗粒层厚度H是影响颗粒材料缓冲性能的关键因素, 并存在一个临界厚度H_c. 当H < H_c时, 冲击力随H的增加而降低; 当H > H_c时, 冲击力对H的变化不敏感并趋于稳定值. 此外, 在不同颗粒摩擦系数和初始密集度下对缓冲过程的离散元分析表明, 光滑和疏松颗粒材料具有更好的缓冲性能. 最后, 对颗粒材料在冲击过程中的力链结构和底板的压力分布进行了讨论, 以揭示颗粒材料缓冲性能的内在机理.     

波后滑移线引起的界面变形和R-M不稳定性

实验研究复杂波形结构引起平面界面变形和反射激波冲击下的R-M不稳定性的问题.在竖直激波管中生成稳定的N₂/SF₆平面界面,激波在圆柱绕射后,冲击平面界面,由此研究复杂激波引起的界面变形.平面激波在圆柱绕射后的流场,演化成具有初始入射波、三波点、弯曲反射波、Mach波和Mach反射产生的滑移线等复杂结构.研究复杂结构激波对界面的作用,对认识界面扰动的生成具有较大帮助.绕柱激波冲击后,平面界面仅在两对滑移线内部发生变形.绕柱激波冲击界面后,两对滑移线将界面分成"内界面"和"外界面",界面变形形态同滑移线和界面相交位置相关.反射激波二次冲击下,界面扰动的增长与Jacobs-Sheeley涡量模型较吻合.      

内爆荷载作用下PC箱梁桥的动态响应过程

采用三阶段连续耦合有限元方法,对预应力钢筋砼(Prestressed reinforced concrete,PC)箱梁桥在内爆荷载作用下的动态响应过程进行了数值模拟,综合考虑了结构自重和预应力的影响,得到了PC箱梁桥局部和整体的破坏模式,并分析了破坏机理。结果表明:三阶段连续耦合有限元方法再现了PC箱梁桥局部破坏导致整体垮塌的物理过程;初始应力阶段,PC箱梁桥应力施加符合工程实际;局部响应阶段,腹板与顶板连接部位产生裂缝,顶板与底板在中央位置形成破口;整体响应阶段,在重力和预应力的作用下,箱梁桥先向上起拱,后向下垮塌,最终发生弯曲破坏。     

Damage evaluation of reinforced concrete frame based on a combined fiber beam model

In order to analyze and simulate the impact collapse or seismic response of the reinforced concrete(RC)structures,a combined fiber beam model is proposed by dividing the cross section of RC beam into concrete fiber and steel fiber.The stress-strain relationship of concrete fiber is based on a model proposed by concrete codes for concrete structures.The stress-strain behavior of steel fiber is based on a model suggested by others.These constitutive models are implemented into a general finite element program ABAQUS through the user defined subroutines to provide effective computational tools for the inelastic analysis of RC frame structures.The fiber model proposed in this paper is validated by comparing with experiment data of the RC column under cyclical lateral loading.The damage evolution of a three-dimension frame subjected to impact loading is also investigated.     

Study of stress-induced velocity variation in concrete under direct tensile force and monitoring of the damage level by using thermally-compensated Coda Wave Interferometry

In this paper, we describe an experimental study of concrete behavior under a uniaxial tensile load by use of the thermally-compensated Coda Wave Interferometry (CWI) analysis. Under laboratory conditions, uniaxial tensile load cycles are imposed on a cylindrical concrete specimen, with continuous ultrasonic measurements being recorded within the scope of bias control protocols. A thermally-compensated CWI analysis of multiple scattering waves is performed in order to evaluate the stress-induced velocity variation. Concrete behavior under a tensile load can then be studied, along with CWI results from both its elastic performance (acoustoelasticity) and plastic performance (microcracking corresponding to the Kaiser effect). This work program includes a creep test with a sustained, high tensile load; the acoustoelastic coefficients are estimated before and after conducting the creep test and then used to demonstrate the effect of creep load.     

Confining concrete cylinders using shape memory alloy wires

This study proposed a new method to confine concrete cylinders or reinforced concrete columns using martensitic, Ti-49.7Ni (at %), or austenitic, Ti-50.3Ni (at %), shape-memory-alloy wires. Prestrained martensitic SMA wire was used to wrap a concrete cylinder and, then, was heated by a heating jacket. In the process, confining stress was developed around the cylinder by the SMA wire due to shape memory effect, which can increase the strength and ductility of the cylinder under axial compressive load. For austenitic shape memory wires, some prestraining was introduced in the wires during wrapping concrete cylinders on which post-tensioning stress was generated. In this study, 1.0 mm diameter of martensitic and austenitic SMA wire was used for confinement. Recovery tests were conducted for the martensitic and the austenitic shape memory wires to determine the recovery stress and superelastic behavior, respectively. The confinement by martensitic shape memory wires had increased the strength slightly and the ductility substantially. However, the austenitic shape memory wires only increased the ductility because the imposed prestress was too small. This study showed the potential of the proposed method to retrofit reinforced concrete columns using shape memory wires to protect themselves from earthquakes.     

陶瓷纤维对普通硅酸盐混凝土的强韧化效应

 采用液压试验机和Φ100 mm分离式霍普金森压杆实验装置,研究了体积分数为0.1%、0.2%和0.3%的陶瓷纤维混凝土的准静态和动态力学性能,分析了陶瓷纤维的增强机理,并将其与相同纤维体积分数的碳纤维混凝土进行对比。结果表明：陶瓷纤维改善了普通硅酸盐混凝土的准静态力学性能;纤维体积分数为0.3%时,抗压强度提高15.0%,劈裂抗拉强度提高8.5%,抗折强度提高12.7%。冲击荷载作用下,陶瓷纤维混凝土的动态抗压强度和比能量吸收随平均应变率的增加近似线性增长;体积分数为0.2%时,陶瓷纤维的增强、增韧效果最佳。陶瓷纤维对普通硅酸盐混凝土的增强、增韧效果总体上优于碳纤维。     

蒸养再生骨料混凝土断裂声发射特征*

为研究蒸汽养护对再生骨料混凝土断裂过程损伤特征的影响,开展了再生骨料混凝土三点弯断裂试验,并采用声发射技术对损伤过程进行了监测分析。结果表明,蒸养降低了再生骨料混凝土断裂峰值荷载,断裂过程中声发射信号强度低于标准养护试件。声发射振铃计数、撞击数、b值等参数能够准确反映再生骨料混凝土断裂过程损伤演变规律。加载上升阶段,声发射信号活动性很低,试件内以微裂纹的形成为主,加载至荷载峰值,声发射振铃计数累计值增长呈现平缓阶段,混凝土内微裂缝的聚合会持续一段时间。峰值后荷载迅速降低阶段声发射信号最活跃,为裂缝迅速发展的过程。峰后荷载缓慢降低的过程,声发射信号活跃性降低,裂缝扩展至试件顶部区域,主要是宏观裂缝的开展,不再产生新的裂缝。     

An equivalent method of jet impact loading from collapsing near-wall acoustic bubbles: A preliminary study

Cavitation damage is a micro, high-speed, multi-phase complex phenomenon caused by the near-wall bubble group collapse. The current numerical simulation method of cavitation mainly focuses on the collapse impact of a single cavitation bubble. The large-scale simulation of the cavitation bubble group collapse is difficult to perform and has not been studied, to the best of our knowledge. In this study, the equivalent model of impact loading of acoustic bubble collapse micro-jets is proposed to study the cavitation erosion damage of materials. Based on the theory of the micro-jet and the water hammer effect of the liquid–solid impact, an equivalent model of impact loading of a single acoustic bubble collapse micro-jet is established under the principle of deformation equivalence. Since the acoustic bubbles can be considered uniformly distributed in a small enough area, an equivalent model of impact loading of multiple acoustic bubble collapse micro-jets in a micro-segment can be derived based on the equivalent results of impact loading of a single acoustic bubble collapse micro-jet. In fact, the equivalent methods of cavitation damage loading for single and multiple near-wall acoustic bubble collapse micro-jets are formed. The verification results show the law of cavitation deformation of concrete using equivalent loading is consistent with that of a micro-jet simulation, and the average relative errors and the mean square errors are insignificant. The equivalent method of impact loading proposed in this paper has high accuracy and can greatly improve the calculation efficiency, which provides technical support for numerical simulation of concrete cavitation.     

连续碳纤维增强碳化硅的辐照效应

连续碳纤维增强碳化硅材料除了具有碳化硅材料固有的低中子活化性能,低衰变热性能和低氚渗透性能等优点以外,还具有密度低、线性膨胀系数小、高比强度、高比模量、耐高温、抗氧化、抗蠕变、抗热震、耐化学腐蚀、耐盐雾、优良的电磁波吸收特性等一系列优异性能,是各类核工程重要的潜在候选材料。在核聚变工程应用领域,连续碳纤维增强碳化硅材料作为第一壁材料不可避免地会受到各种辐射粒子的影响。研究清楚这些辐射粒子对它的辐照效应对其在核工程领域的安全使用至关重要。采用蒙特卡罗方法与分子动力学方法进行模拟计算,研究了氕、氘、氚和氦四种粒子对连续碳纤维增强碳化硅的辐照效应。SRIM和LAMMPS计算结果表明:当入射原子能量为100 eV,连续碳纤维增强碳化硅中碳的浓度在80%~85%时,氕、氘、氚和氦原子的溅射率存在最小值;入射粒子的种类对溅射率的影响显著,氦原子的溅射率大于氘原子和氚原子,而氘原子和氚原子的溅射率相差不大但均显著大于氕原子;溅射率随入射能量的增加先迅速增加后逐渐减小,氕、氘、氚和氦原子入射能量分别在200,400,600和800 eV时存在溅射率最大值;当氦原子入射能量为100 eV时,溅射率随入射角度的增加而逐渐减少。这些结果对连续碳纤维增强碳化硅材料在核工程上的应用具有一定的参考意义。Continuous carbon fiber reinforced silicon carbide material has the low neutron activation, low decay heat performance and tritium permeability, which are inherent performance of silicon carbide materials. It also has other advantages such as low density, small linear expansion coefficient, specific strength and specific modulus, high temperature resistance, oxidation resistance, creep resistance, thermal shock, resistance to chemical corrosion, salt fog resistance, excellent electromagnetic wave absorption properties, etc. It is an important potential candidate material in various field of nuclear engineering. In the field of nuclear fusion engineering applications, continuous carbon fiber reinforced silicon carbide as the first wall material will inevitably be bombarded by a variety of radiation particles. The radiation effect is critical to its safe use in nuclear engineering. The Monte Carlo method and the molecular dynamics method were used to study the radiation effect of protium, deuterium, tritium and helium on continuous carbon fiber reinforced silicon carbide. The SRIM and LAMMPS simulation results show that when the incident energy is 100 eV and the concentration of carbon in the continuous carbon fiber reinforced silicon carbide is about 80% ~ 85%, the sputtering yield of protium, deuterium, tritium and helium atoms have the minimum values. The kind of incident particle has a significant effect on the sputtering yield. The sputtering yield of helium atoms is larger than that of tritium atoms and deuterium atoms. There is not much difference between the sputtering yield of deuterium atoms and tritium atoms, and both the sputtering yield of deuterium atoms and tritium atoms are larger than that of protium atoms. The sputtering yield initially increases rapidly with the increase of the incident energy and then decreases gradually. The incident energy of the protium, deuterium, tritium and helium atoms has the maximum value of the sputtering yield at 200, 400, 600 and 800 eV, respectively. When the incident energy of helium atoms is 100 eV, the sputtering yield decreases while the increase of the incident angle. These results can provide a certain reference for the application of continuous carbon fiber reinforced silicon carbide materials in nuclear engineering.     

钢纤维混凝土板在冲击与爆炸荷载下的K&C模型

钢纤维混凝土(Steel fiber reinforced concrete,SFRC)具有优异的延性、韧性及能量吸收能力,被广泛应用于各类防护结构。K&C模型已成为研究普通混凝土构件动力响应的常用材料模型,但仍无法准确表征SFRC的动力特性。为了提高K&C模型在冲击及爆炸荷载作用下预测SFRC板动力响应的能力,对K&C模型进行了改进:基于大量三轴压缩实验数据,建立了新的失效强度面参数模型;采用反复试验法,建立了新的损伤演化模型,并校准了拉、压损伤参数;基于大量高应变率下SFRC的单轴压缩实验数据,建立了新的受压动力增强因子模型。通过LS-DYNA显式有限元动力分析软件模拟了SFRC板的动力响应,模拟结果验证了上述改进的有效性与可靠性。     

超声动载荷下三维随机骨料混凝土的损伤

混凝土是一种由粗骨料与水泥砂浆组成的非均质复合材料。本研究利用APDL语言程序编写三维水泥混凝土骨料随机投放程序并导入ABAQUS中,同时赋予各相材料塑性损伤本构关系来研究混凝土动态加载下的破坏规律,运用超声波在混凝土破碎中的作用机理对混凝土动态损伤破坏过程进行模拟研究。结果表明:随着超声动态载荷的增大,粗骨料体积分数为40%的混凝土始终能够承受最大应力载荷;随着超声应力波幅值增大,混凝土在动载荷下的损伤值逐渐增大,且粗骨料体积分数为40%时,其抗损伤能力最优;当粗骨料最大粒径逐渐增大,或者当粗骨料最小粒径增大,混凝土级配不合理导致性能不稳定,更易损伤破坏。