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爆炸加载TC4 ELI钛合金微损伤研究
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作者 宋雨宸 王琳 +4 位作者 赵登辉 吴江 范丽静 张宇轩 程焕武 《兵器材料科学与工程》 CAS CSCD 北大核心 2024年第6期26-31,共6页
用TNT炸药空中爆炸加载等轴组织TC4 ELI钛合金板材,研究爆炸药量及距靶板中心距离对钛合金显微组织演化的影响,测试了爆炸加载后材料的力学性能。结果表明:爆炸加载后TC4 ELI钛合金显微组织内产生了大量形变带,形变带宽度为10~120μm;... 用TNT炸药空中爆炸加载等轴组织TC4 ELI钛合金板材,研究爆炸药量及距靶板中心距离对钛合金显微组织演化的影响,测试了爆炸加载后材料的力学性能。结果表明:爆炸加载后TC4 ELI钛合金显微组织内产生了大量形变带,形变带宽度为10~120μm;随着爆炸药量从200 g提高到300 g,形变带的数量及总宽度增加,形变带边界更加清晰;随着距靶板中心距离的增加,形变带数量不变,宽度增加。对爆炸加载回收靶板采用分离式霍普金森压杆(SHPB)进行动态压缩再加载试验,随药量和距靶板中心距离的增加,钛合金静动态抗压强度与断裂应变增加。动态再加载后产生了绝热剪切转变带,形变带对转变带的萌生及扩展过程影响较小。 展开更多
关键词 TC4 ELI钛合金 爆炸加载 载力学性能 绝热剪切形变带 绝热剪切转变带
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碎石桩在加固严重液化地基中的应用
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作者 郭际新 高红庆 《山西建筑》 2002年第1期32-33,共2页
对碎石桩加固严重液化地基的处理方法进行了分析。根据碎石桩的施工特点 ,提出在施工过程中应采取与之相宜的措施。通过施工实践证明 ,加强施工管理、抓好“三个环节、两个做到”是保证碎石桩加固液化地基质量的关键措施 。
关键词 充盈系数 留振时间 碎石桩 液化地基 再载力
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A Guide to the Influence of Ground Reaction on Ship Stability
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作者 Ahmed Helmy Abouelfadl Essam Eldin Youssef Abdelraouf 《Journal of Shipping and Ocean Engineering》 2017年第6期262-273,共12页
Grounded ship faces up exceptionally different stability forces unlike in her normal operating condition. This critical situation must be corrected as soon as can minimize hull stress, the risk of pollution and stabil... Grounded ship faces up exceptionally different stability forces unlike in her normal operating condition. This critical situation must be corrected as soon as can minimize hull stress, the risk of pollution and stability failure. Re-floating the ship need full understanding of the impact of ground reaction (R) on the ship buoyancy and stability. Re-floating the ship has different phases and there are several immediate actions that should be taken by ship's crew; one of these phases is re-calculation of ship stability conditions. In this paper, a guide to understanding the effect of the ground reaction (R), determines the amount of ground pressure and its location. With consideration of the seabed form whether symmetric of asymmetric. Calculating the magnitude of the ground reaction (R) using different applicable methods, explaining the effect of using weight to re-float the ship by her own means, focusing on GM calculation after grounding. 展开更多
关键词 Ship grounding ground reaction (R) ground pressure (P) neutral loading point and ship re-floating.
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连续充填型结构面峰前循环破坏特征及再载强度特性试验研究 被引量:4
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作者 何刘 赵志明 +1 位作者 潘岳 刘浪 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2021年第10期2027-2037,共11页
通过自行设计的岩体结构面循环荷载试验装置,开展了连续充填型结构面峰前循环荷载试验。研究不同循环次数、循环频率、循环振幅、充填物厚度、充填物强度以及循环法向荷载作用下结构面的破坏特征及循环后结构面再加载剪切强度行为特性... 通过自行设计的岩体结构面循环荷载试验装置,开展了连续充填型结构面峰前循环荷载试验。研究不同循环次数、循环频率、循环振幅、充填物厚度、充填物强度以及循环法向荷载作用下结构面的破坏特征及循环后结构面再加载剪切强度行为特性。研究结果表明:在峰前循环过程中,充填型结构面的破坏主要经历了充填物滑移裂缝形成→充填物由整体变松散→松散充填物相互磨损→结构面岩体及充填物混合磨损4个阶段;循环后的结构面再载强度随着循环次数、循环频率、循环振幅以及循环法向应力的增加而减小,再载强度变化率也随充填物厚度及充填物强度的增加而减小。结构面再载峰值剪切位移变化与循环频率、振幅、充填物厚度、充填物强度变化成正比,但与循环法向应力变化成反比;再载法向剪胀最大位移随着循环次数的增加而逐渐减小,并且达到最大法向位移时所需要的剪切位移也有进一步增加的趋势。分别以临界频率和临界循环次数为参照,提出了结构面维持及结束峰前循环阶段的临界条件,并提出了结构面在不同影响因子下强度弱化回归模型,该模型能够可靠预测结构面在经过不同峰前循环次数后再载峰值剪切强度的变化。 展开更多
关键词 岩石力学 连续充填型结构面 峰前循环荷载 再载力学行为 强度弱化 强度回归模型
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An in vitro and finite element study of load redistribution in the midfoot 被引量:8
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作者 NIU Wen Xin TANG Ting Ting +2 位作者 ZHANG Ming JIANG Cheng Hua FAN Yu Bo 《Science China(Life Sciences)》 SCIE CAS 2014年第12期1191-1196,共6页
A good knowledge of midfoot biomechanics is important in understanding the biomechanics of the entire foot,but it has never been investigated thoroughly in the literature.This study carried out in vitro experiments an... A good knowledge of midfoot biomechanics is important in understanding the biomechanics of the entire foot,but it has never been investigated thoroughly in the literature.This study carried out in vitro experiments and finite element analysis to investigate the midfoot biomechanics.A foot-ankle finite element model simulating the mid-stance phase of the normal gait was developed and the model validated in in vitro experimental tests.Experiments used seven in vitro samples of fresh human cadavers.The simulation found that the first principal stress peaks of all midfoot bones occurred at the navicular bone and that the tensile force of the spring ligament was greater than that of any other ligament.The experiments showed that the longitudinal strain acting on the medial cuneiform bone was-26.2±10.8μ-strain,and the navicular strain was-240.0±169.1μ-strain along the longitudinal direction and 65.1±25.8μ-strain along the transverse direction.The anatomical position and the spring ligament both result in higher shear stress in the navicular bone.The load from the ankle joint to five branches of the forefoot is redistributed among the cuneiforms and cuboid bones.Further studies on the mechanism of loading redistribution will be helpful in understanding the biomechanics of the entire foot. 展开更多
关键词 finite element analysis foot arch BIOMECHANICS cadaveric experiment MIDFOOT
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