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Enhanced impact tolerant core reinforced space shielding 增强型耐冲击核心强化空间屏蔽
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-23 DOI: 10.1016/j.ijimpeng.2024.105184
Sean Stokes , Javid Bayandor
The threat of orbital debris to space structures is well understood with efforts being made to develop superior shielding for objects operating in low Earth orbit. In traditional Whipple shield designs, the area between the front bumper and rear pressure wall, termed the stand-off distance, is left empty. One of the more recent discussions in shield design has been the utilization of a honeycomb sandwich core design. In this design an initial thin bumper plate is used to fragment the projectile, followed by a honeycomb design which is implemented to further slowdown the resulting fragments in the stand-off region. By using this implementation, the rear pressure wall is theoretically subject to less damage as a result of the impact, due to the addition of the honeycomb core. It is often argued that the addition of a honeycomb core within the Whipple shield induces a channeling behavior of the projectile, where the sharp edges of the honeycomb split the projectile, and the fragments generated are unable to escape the individual honeycomb core that it is propelled into. It is theorized that this channeling effect causes more damage than an impact where no honeycomb is present. This channeling effect induces a large amount of the mass of the projectile to impact the backplate over a much smaller area. As a result, the damage to the backplate is far more localized and of a higher intensity. In this paper the efficacy of this theory has been studied through an analytical approach, where Whipple shields with the honeycomb and standard 2-plate designs are subjected to hypervelocity impacts of orbital debris.
轨道碎片对空间结构的威胁已为人们所熟知,人们正在努力为在低地球轨道上运行的物体开发更优越的防护装置。在传统的惠普尔防护罩设计中,前保险杠和后压力壁之间的区域(称为间距)是空的。最近对防护罩设计的讨论之一是采用蜂窝夹芯设计。在这种设计中,首先使用薄的缓冲板将弹丸击碎,然后使用蜂窝设计进一步减慢碎片在隔离区的速度。采用这种设计后,由于增加了蜂窝芯,理论上后压壁在撞击中受到的损坏会更小。通常有一种观点认为,在惠普尔防护罩内添加蜂窝内核会导致弹丸产生通道行为,即蜂窝的尖锐边缘会将弹丸分割开来,而产生的碎片则无法逃出被推进的单个蜂窝内核。据推测,与没有蜂窝的撞击相比,这种通道效应造成的破坏更大。这种通道效应导致大量弹丸在更小的面积上撞击背板。因此,对背板的破坏更加局部,强度也更高。本文通过分析方法研究了这一理论的有效性,将采用蜂窝和标准双板设计的惠普尔防护罩置于轨道碎片的超高速撞击之下。
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引用次数: 0
Stochastic analysis of dynamic fracture of concrete using CT-image based mesoscale models with a rate-dependent phase field method 基于ct图像中尺度模型的混凝土动态断裂随机分析与速率相关相场法
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-22 DOI: 10.1016/j.ijimpeng.2024.105188
Yu-jie Huang , Lu Hai , Qing-hua Li , Hui Zhang , Zhi Cheng , Wen-zheng Xu , Shi-lang Xu
Concrete structures are commonly exposed to dynamic loads spanning a wide range of strain rates, and the inherent mesoscale heterogeneities complicate stochastic dynamic fracture mechanisms even more. This work develops a numerical framework using mesoscale concrete models based on micro computed tomography (CT) images to investigate such mechanisms with meaningful stochastic analyses. A rate-dependent phase field model is proposed to characterise the dynamic initiation and propagation of cracks by incorporating both micro-viscosity and macroscopic viscoelasticity, which is described by two standard Maxwell elements with different relaxation times to consider a wide range of strain rates. Moreover, the viscoelastic constitutive relation is formulated in the full strain space, which allows for a spectral decomposition of the strain tensor to determine the effective damage driving force, thus effectively addressing the issue of compressive fracture. A numerical implementation scheme is developed by combining user-defined element and material subroutines in ABAQUS/Explicit solver. Extensive Monte Carlo simulations of dynamic tension up to a strain rate of 200 s−1 are performed with statistical analyses. This work reveals the intricate dynamics associated with mesoscale heterogeneities and identifies the critical transition state at 20 s−1. The transition is characterised by changing modes of fracture patterns, stress wave propagation, and load-carrying capacities. A new TDIF–strain rate–standard deviation relation is also proposed and aligns well with the increasing dispersion of experimental data. The relationship between void content and tensile strength reflects the formation characteristics of crack networks, with the void content exhibiting a positive correlation with the TDIF from 20 s−1 to 100 s−1.
混凝土结构通常暴露在大范围应变速率的动荷载下,其固有的中尺度非均质性使随机动态断裂机制更加复杂化。本研究开发了一个基于微观计算机断层扫描(CT)图像的中尺度混凝土模型的数值框架,通过有意义的随机分析来研究这种机制。提出了一种速率相关的相场模型,通过结合微观粘弹性和宏观粘弹性来表征裂纹的动态起裂和扩展,该模型由两个具有不同松弛时间的标准麦克斯韦单元来描述,以考虑大范围的应变速率。在全应变空间中建立粘弹性本构关系,对应变张量进行谱分解,确定有效损伤驱动力,有效解决压缩断裂问题。在ABAQUS/Explicit求解器中,结合用户定义的元素子程序和材料子程序,开发了数值实现方案。通过统计分析,对应变率高达200s−1的动态张力进行了大量蒙特卡罗模拟。这项工作揭示了与中尺度非均匀性相关的复杂动力学,并确定了20 s−1的临界过渡状态。这种转变的特点是裂缝模式、应力波传播和承载能力的变化。本文还提出了一种新的tdif应变率-标准差关系式,该关系式与实验数据渐增的离散性很好地吻合。孔隙含量与抗拉强度的关系反映了裂纹网络的形成特征,在20 s−1 ~ 100 s−1范围内,孔隙含量与TDIF呈正相关关系。
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引用次数: 0
Investigation on shock wave mitigation performance and crashworthiness of density gradient foam structures 密度梯度泡沫结构的冲击波减缓性能和耐撞性研究
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-19 DOI: 10.1016/j.ijimpeng.2024.105187
Yaru Gao , Wenlong Xu , Cheng Wang , Fangfang Qi , Shengpeng Xue
In recent years, hazardous chemical explosions have occurred frequently, and explosion shock wave and crash injuries are the main causes of death. Existing studies mostly focus on single injury factors and lack systematic protection studies for shock wave and crash. In this study, a density gradient foam structure (DGFS) was designed and evaluated to provide comprehensive protection against shock wave and crash injuries. The mechanical properties of different density foams were investigated through quasi-static tests and Hopkinson experiments. Shock wave mitigation and crash experiments were conducted using the Multi-purpose Shock Cannon (MSC) and Digital Image Correlation (DIC) techniques, and the baseline shock wave pressure was modeled for three different shockwave pressures. The results show that under quasi-static conditions, both yield stress and failure stress increase with increasing sample density. Under high strain rate conditions, both the peak linear elastic stress and maximum strain of the specimen tended to increase with increasing sample density. The single gradient- drop DGFS was the most effective in shock wave protection, and the specific pressure mitigation ratio was increased by more than 50% compared to the no-gradient DGFS. the double gradient-first-up-then-drop DGFS has a significant advantage in impact energy dissipation at low and medium impact velocities, with a maximum increase of 47.71% in peak crash force attenuation rate and 40.95% in specific energy absorption compared to other DGFS. The single gradient-drop DGFS have the better crash force efficiency, and the performance enhancement can be up to 49.00% compared with other DGFS.
近年来,危险化学品爆炸事件频发,爆炸冲击波和碰撞伤害是导致死亡的主要原因。现有研究多集中于单一伤害因素,缺乏对冲击波和碰撞的系统保护研究。本研究设计并评估了一种密度梯度泡沫结构(DGFS),以提供针对冲击波和碰撞伤害的全面保护。通过准静态测试和霍普金森实验研究了不同密度泡沫的机械性能。使用多用途冲击炮(MSC)和数字图像相关(DIC)技术进行了冲击波缓解和碰撞实验,并针对三种不同的冲击波压力建立了基线冲击波压力模型。结果表明,在准静态条件下,屈服应力和破坏应力都随着样品密度的增加而增加。在高应变率条件下,试样的线性弹性应力峰值和最大应变都随着试样密度的增加而增加。与无梯度 DGFS 相比,先上后下的双梯度 DGFS 在中低冲击速度下的冲击能量耗散方面具有显著优势,碰撞力峰值衰减率最大提高了 47.71%,比能量吸收率最大提高了 40.95%。单梯度下降 DGFS 具有更好的碰撞力效率,与其他 DGFS 相比,性能提升可达 49.00%。
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引用次数: 0
Peridynamic modeling of shocks and high-velocity impact with the Johnson-Holmquist-Beissel ceramic model 利用约翰逊-霍尔姆奎斯特-贝塞尔陶瓷模型建立冲击和高速撞击的周界动力学模型
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-19 DOI: 10.1016/j.ijimpeng.2024.105181
Ugur Can , Stewart A. Silling , Ibrahim Guven
This work presents a meshless, non-ordinary state-based peridynamic approach to the modeling of ceramic materials under high-speed impact loadings. A strain rate-dependent brittle material model, the Johnson-Holmquist-Beissel (JHB) model, is implemented as a peridynamic correspondence model. The approach is validated with previously performed plate impact tests using VISAR data. Simulations of spall and multiple shock wave interactions are presented for plate impact tests. Computational results for the penetration of a bi-layered target by a high-velocity projectile demonstrate the capability of the peridynamic implementation to reproduce material failure. Qualitative and quantitative results show that the current peridynamic approach captures the high strain rate shock response and brittle fracture of ceramic materials. The meshless peridynamic implementation avoids the need for element deletion while allowing large deformation and highly nonlinear material response. An extension of the original JHB model to improve the representation of post-failure material is proposed.
本研究提出了一种无网格、基于非平凡状态的周动态方法,用于对高速冲击载荷下的陶瓷材料进行建模。与应变速率相关的脆性材料模型--约翰逊-霍尔姆奎斯特-贝塞尔(Johnson-Holmquist-Beissel,JHB)模型--作为周动态对应模型得以实现。该方法通过之前使用 VISAR 数据进行的板冲击试验进行了验证。模拟了板撞击试验中的剥落和多重冲击波相互作用。高速射弹穿透双层目标的计算结果证明了近动态实施再现材料破坏的能力。定性和定量结果表明,当前的周动态方法捕捉到了陶瓷材料的高应变率冲击响应和脆性断裂。无网格周动态实施避免了元素删除的需要,同时允许大变形和高度非线性材料响应。提出了对原始 JHB 模型的扩展,以改进对失效后材料的表示。
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引用次数: 0
An improved dynamic constitutive model for ceramics 改进的陶瓷动态构成模型
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-17 DOI: 10.1016/j.ijimpeng.2024.105180
Z.H. Wang, H.M. Wen, Y.L. Zhang, H. Zheng, Z.J. Zheng
An accurate constitutive model for ceramic is essential for guiding its application in armor systems. Inspired by previous work, an improved dynamic constitutive model for ceramics is developed. In the constitutive model, a new equation of state is proposed by modifying the polynomial equation of state; the strength surface takes into account pressure dependency, strain rate effect, Lode effect, strain hardening and softening. To validate the present model comparisons are made between the model predictions and the material test data for alumina ceramics in terms of strength surface, strain rate effect, and pressure-volumetric strain relationship, and good agreement is obtained. Furthermore, numerical simulations using the present model are conducted, which cover a wide range of impact scenarios and impact velocities (namely, spalling of a long round bar, planar impact, pure ceramic target perforation, dynamic indentation, and projectile impact on ceramic composite armor). Comparisons are made between the numerical results and the experimental data for two similar alumina ceramics (i.e., AD995 and C98 ceramic) in terms of spalling position, particle velocity-time history, longitudinal wave velocity, Hugoniot elastic limit (HEL), residual velocity, cratering size, cracking pattern, and target deflection, and good agreement is also obtained, which lend further support to the accuracy and usefulness of the improved dynamic constitutive model for ceramics.
准确的陶瓷构成模型对于指导陶瓷在装甲系统中的应用至关重要。受先前工作的启发,我们开发了一种改进的陶瓷动态构成模型。在该构成模型中,通过修改多项式状态方程,提出了一个新的状态方程;强度面考虑了压力依赖性、应变率效应、洛德效应、应变硬化和软化。为了验证本模型,比较了模型预测和氧化铝陶瓷材料测试数据在强度面、应变率效应和压力-体积应变关系方面的差异,结果一致。此外,还利用本模型进行了数值模拟,涵盖了多种撞击情况和撞击速度(即长圆棒剥落、平面撞击、纯陶瓷靶穿孔、动态压痕和射弹撞击陶瓷复合装甲)。比较了两种类似氧化铝陶瓷(即 AD995 和 C98 陶瓷)在剥落位置、颗粒速度-时间历程、纵波速度、Hugoniot 弹性极限 (HEL)、残余速度、缩孔尺寸、裂纹模式和目标挠度等方面的数值结果和实验数据,也获得了良好的一致性,这进一步证明了改进的陶瓷动态构造模型的准确性和实用性。
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引用次数: 0
On the penetration of rigid projectiles in water 关于刚性射弹在水中的穿透力
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-17 DOI: 10.1016/j.ijimpeng.2024.105185
Y. Vayig, Z. Rosenberg
We performed an extensive numerical study on the penetration of rigid projectiles into water. The 2D simulations were focused on evaluating the drag coefficients of projectiles with various nose shapes and on their dependence on the projectile's impact velocity. To achieve simulation convergence the mesh size was found to have at least 11 cells on a target segment with a length equal to the projectile's radius. The drag coefficients of the rigid projectiles were found to be constant up to velocity which is equal to half the sound velocity in water, and they increase for higher projectile velocities. The drag coefficients for projectiles penetrating fluid aluminum targets were found to be the same as those for projectiles penetrating water targets. We also highlight the difference between drag coefficients of conical and ogive nosed projectiles having the same sharpness and offer a possible account for this difference.
我们对刚性射弹入水进行了广泛的数值研究。二维模拟的重点是评估不同弹头形状的射弹的阻力系数及其与射弹冲击速度的关系。为实现模拟收敛,网格大小为目标段上至少有 11 个单元,其长度等于弹丸半径。研究发现,刚性弹丸的阻力系数在速度等于水中声速的一半时保持不变,弹丸速度越高,阻力系数越大。研究发现,射弹穿透流体铝靶的阻力系数与射弹穿透水靶的阻力系数相同。我们还强调了具有相同锋利度的锥形和椭圆形弹头的阻力系数之间的差异,并提供了造成这种差异的可能原因。
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引用次数: 0
Random phase field model for simulating mixed fracture modes in spatially variable rocks under impact loading 模拟冲击荷载下空间可变岩石混合断裂模式的随机相场模型
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-16 DOI: 10.1016/j.ijimpeng.2024.105174
Xiuhan He , Shuwei Zhou , Yingjun Xu , Junyao Tian
A novel rigorous random phase field model, capable of simulating mixed fracture modes in spatially heterogeneous rocks under impact loading, is proposed. By treating the critical energy release rate as a function dependent on spatial coordinates, a new energy functional is constructed. A governing equation distinct from that used in phase field models addressing dynamic fractures of homogeneous materials is derived using the variational principle. The driving force is then improved by introducing a compressive-shear driving force that incorporates the friction angle and cohesive strength, as well as tensile and tensile-shear driving forces that include the Lamé constants. The new governing equations can account for variations in the spatial distribution of the critical energy release rate and its gradient. The spatial distribution of fracture parameter is implemented by using the random field theory. The proposed model is validated using three numerical experiments, with the results demonstrating strong agreement with the corresponding experiments. The results indicate that the proposed model effectively simulates the mixed fracture modes observed in the specimens under impact loading more realistically compared with the homogeneous model. Compared with the conventional method that couple random fields and phase fields, the new model can well account for the spatial variability in the gradient of the critical energy release rate. The spatial variability of the critical energy release rate gradient significantly influences mixed fracture modes and strength.
本文提出了一种新的严格随机相场模型,该模型能够模拟空间异质岩石在冲击荷载作用下的混合断裂模式。通过将临界能量释放率视为依赖于空间坐标的函数,构建了一个新的能量函数。利用变分原理推导出了与处理均质材料动态断裂的相场模型不同的控制方程。然后,通过引入包含摩擦角和内聚强度的压缩剪切驱动力,以及包含拉美常数的拉伸和拉伸剪切驱动力,改进了驱动力。新的控制方程可以考虑临界能量释放率及其梯度的空间分布变化。断裂参数的空间分布是通过随机场理论实现的。利用三次数值实验对所提出的模型进行了验证,结果表明与相应的实验结果非常吻合。结果表明,与均质模型相比,所提出的模型能更真实地模拟试样在冲击荷载下观察到的混合断裂模式。与耦合随机场和相场的传统方法相比,新模型能很好地解释临界能量释放率梯度的空间变化。临界能量释放率梯度的空间变化对混合断裂模式和强度有显著影响。
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引用次数: 0
Research on the evolution of state field and damage range of multiple source cloud explosions 多源云爆炸状态场和破坏范围演变研究
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-13 DOI: 10.1016/j.ijimpeng.2024.105182
Jiafan Ren, Chunhua Bai, Xingyu Zhao, Linghui Zeng, Zhongqi Wang
Multi-source cloud detonations, as a form of industrial hazard, pose a significantly increased risk. To investigate the distribution of the state field and the extent of damage caused by multi-source cloud detonations, an experimental setup in an open space, along with numerical simulation, was employed to reconstruct the state field. The equivalent area method was utilized to analyze the distribution patterns of the overpressure field, impulse field, and the combined overpressure-impulse field associated with multi-source cloud detonations. The study demonstrates that the numerical simulation method developed aligns with experimental outcomes within a 10 % margin of error, thereby validating the accuracy of the simulation model. As the distance between the multiple explosive sources in a cloud detonation increases, the overpressure field, impulse field, and the combined overpressure-impulse field all exhibit a trend of initially increasing and then decreasing. Notably, the threshold ranges of 0.1 MPa, 0.05 MPa, and 0.03 MPa for multi-point cloud detonations each reach their maximum when the distribution distance of the explosive sources is twice the radius of the threshold range for a single explosive source. The overpressure-impulse criterion is found to be a more rational metric for characterizing the damage extent of multi-point cloud detonations. According to this criterion, the extent of level-five damage under various conditions is approximately located at a position 5.5 times the scale distance.
多源云爆作为一种工业危害形式,其风险大大增加。为了研究状态场的分布以及多源云爆弹造成的破坏程度,我们在开放空间中利用实验装置和数值模拟来重建状态场。利用等效面积法分析了与多源云爆相关的超压场、脉冲场以及超压-脉冲组合场的分布模式。研究表明,所开发的数值模拟方法与实验结果的吻合度在 10% 的误差范围内,从而验证了模拟模型的准确性。随着云爆炸中多个爆炸源之间距离的增加,超压场、脉冲场以及超压-脉冲综合场都呈现出先增大后减小的趋势。值得注意的是,当爆炸源分布距离是单个爆炸源阈值范围半径的两倍时,多点云爆的阈值范围 0.1 兆帕、0.05 兆帕和 0.03 兆帕均达到最大值。研究发现,超压-脉冲标准是表征多点云爆破破坏程度的更合理的指标。根据该标准,各种条件下的五级破坏范围大致位于规模距离的 5.5 倍位置。
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引用次数: 0
Effect of pre-shock on the expanding fracture behavior of 1045 steel cylindrical shell under internal explosive loading 预冲击对内部爆炸加载下 1045 钢圆柱形外壳膨胀断裂行为的影响
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-12 DOI: 10.1016/j.ijimpeng.2024.105183
Huaizhi Zhao, Zhaoliang Guo, Shiwen Zhang, Jiakun Dan, Mingtao Liu, Tiegang Tang
Explosively driven expansion fractures in metallic shells will be preceded by a compression shock wave, which inevitably changes the mechanical and microstructural state of the shell materials and thus affects their subsequent dynamic deformation and expansion fracture processes. To understand the influence of pre-shock pressure on the dynamic expansion fracture behavior of metallic shells, the incident shock waves with varying peak pressure were generated in a 1045 steel cylindrical shell by sweeping detonation wave loading. The pre-shock and subsequent expansion fracture processes were continuously diagnosed by combining a high-speed framing camera and the arrayed Photon Doppler Velocimetry (PDV) measurements to obtain the fracture strains at different axial positions (corresponding to different pre-shock pressures). The results clearly show that the pre-shock pressure during detonation loading has a significant effect on the expansion fracture properties of the 1045 steel cylinder; the fracture strain remarkably decreases with the increase of pre-shock pressure from ∼19 GPa to ∼20 GPa and then changes gently in the range of ∼20 GPa to ∼22 GPa. Metallurgical analyses reveal increased densities of microstructural defects, including dislocations and deformation twins, when a shock wave passes through, resulting in a reduced capacity for further defect storage in the shocked metals, ultimately leading to a decrease in the fracture strain during the subsequent expansion deformation process.
金属壳体在爆炸驱动膨胀断裂之前会产生压缩冲击波,这不可避免地会改变壳体材料的力学和微观结构状态,从而影响其后续的动态变形和膨胀断裂过程。为了了解冲击前压力对金属壳体动态膨胀断裂行为的影响,我们通过扫频爆轰波加载在 1045 钢圆柱形壳体中产生了不同峰值压力的入射冲击波。通过高速取景相机和阵列式光子多普勒速度测量仪(PDV)测量,获得不同轴向位置(对应不同冲击前压力)的断裂应变,从而对冲击前和随后的膨胀断裂过程进行连续诊断。结果清楚地表明,爆轰加载时的预震压力对 1045 钢圆柱体的膨胀断裂性能有显著影响;断裂应变随着预震压力从 ∼19 GPa 到 ∼20 GPa 的增加而显著减小,然后在 ∼20 GPa 到 ∼22 GPa 范围内平缓变化。冶金分析表明,当冲击波通过时,微结构缺陷(包括位错和变形孪晶)的密度增加,导致冲击金属中进一步储存缺陷的能力降低,最终导致在随后的膨胀变形过程中断裂应变降低。
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引用次数: 0
Analysis of microcracking processes in microconcrete under confined compression utilising synchrotron-based ultra-high speed X-ray phase contrast imaging
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-10 DOI: 10.1016/j.ijimpeng.2024.105167
P. Forquin , C. Francart , M. Sapay , A. Rack , A. Cohen , D. Levi-Hevroni , M. Arrigoni , B. Lukić
In the present study, microconcrete (MC) samples were exposed to dynamic quasi-oedometric compression (QOC) tests and visualised in-situ by the means of MHz synchrotron X-ray phase-contrast imaging in the ESRF synchrotron in order to analyse the damage mechanisms governing the mechanical behaviour of concrete under high-strain-rate confined compression. To do so, small cylindrical samples were placed in polymeric confinement cell and dynamically compressed along their axial direction using SHPB (Split-Hopkinson Pressure Bar) set-up available in ID19 beamline in the European Synchrotron Radiation Facility (ESRF). The damage process was visualized with MHz X-ray phase-contrast imaging along with an ultra-high-speed camera operating at a recording frequency approximately 1 Mfps (million frames per second i.e., 880 ns interframe time). The axial stress and strain temporal profiles were obtained from standard Kolsky's (SHPB) data processing. In addition, data of radial stress and strain within the sample were deduced from non-linear analysis of the mechanical behaviour of the polycarbonate confining cell instrumented with a strain gauge. Finally, the onset and growth of microcracking observed from the equatorial zone of large spherical pores is correlated with deviatoric and pressure measurements showing how the pore collapse process develops during the applied mechanical loading.
{"title":"Analysis of microcracking processes in microconcrete under confined compression utilising synchrotron-based ultra-high speed X-ray phase contrast imaging","authors":"P. Forquin ,&nbsp;C. Francart ,&nbsp;M. Sapay ,&nbsp;A. Rack ,&nbsp;A. Cohen ,&nbsp;D. Levi-Hevroni ,&nbsp;M. Arrigoni ,&nbsp;B. Lukić","doi":"10.1016/j.ijimpeng.2024.105167","DOIUrl":"10.1016/j.ijimpeng.2024.105167","url":null,"abstract":"<div><div>In the present study, microconcrete (MC) samples were exposed to dynamic quasi-oedometric compression (QOC) tests and visualised <em>in-situ</em> by the means of MHz synchrotron X-ray phase-contrast imaging in the ESRF synchrotron in order to analyse the damage mechanisms governing the mechanical behaviour of concrete under high-strain-rate confined compression. To do so, small cylindrical samples were placed in polymeric confinement cell and dynamically compressed along their axial direction using SHPB (Split-Hopkinson Pressure Bar) set-up available in ID19 beamline in the European Synchrotron Radiation Facility (ESRF). The damage process was visualized with MHz X-ray phase-contrast imaging along with an ultra-high-speed camera operating at a recording frequency approximately 1 Mfps (million frames per second i.e., 880 ns interframe time). The axial stress and strain temporal profiles were obtained from standard Kolsky's (SHPB) data processing. In addition, data of radial stress and strain within the sample were deduced from non-linear analysis of the mechanical behaviour of the polycarbonate confining cell instrumented with a strain gauge. Finally, the onset and growth of microcracking observed from the equatorial zone of large spherical pores is correlated with deviatoric and pressure measurements showing how the pore collapse process develops during the applied mechanical loading.</div></div>","PeriodicalId":50318,"journal":{"name":"International Journal of Impact Engineering","volume":"198 ","pages":"Article 105167"},"PeriodicalIF":5.1,"publicationDate":"2024-11-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143140778","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
期刊
International Journal of Impact Engineering
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