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山洪冲击角度对路基冲击力分布规律影响的试验研究 被引量:2
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作者 王贺 陈洪凯 +1 位作者 张金浩 王群 《重庆交通大学学报(自然科学版)》 CAS CSCD 北大核心 2020年第5期97-102,共6页
为了研究山洪流体以不同冲击角度θ冲击路基时路基的受力分布状态,开展了室内模型试验。在试验路基面板上14个测点布设了动态应变系统及高清摄像仪,选择5个冲击角度θ=15°、30°、45°、60°和70°模拟山洪冲击;... 为了研究山洪流体以不同冲击角度θ冲击路基时路基的受力分布状态,开展了室内模型试验。在试验路基面板上14个测点布设了动态应变系统及高清摄像仪,选择5个冲击角度θ=15°、30°、45°、60°和70°模拟山洪冲击;分析了路基受山洪冲击作用的冲击力-时程(F-t)曲线;结合高清摄像仪纪录的视频资料,研究了山洪冲击角度θ对路基所受冲击力F分布的影响规律。结果表明:以5个不同冲击角度冲击路基的山洪,在流经流通区弯道处,均有明显的超高,且路基上部及右部测点出现了阵流现象;当冲击角度θ=15°时,山洪冲击力最大,山洪最先冲击路基下部的测点9,最后冲击右上部的测点13;无论哪个冲击角度,山洪最大冲击力Fmax均出现在靠近沟口的路基下侧处,且有Fmax,15°>Fmax,45°>Fmax,30°>Fmax,75°>Fmax,60°;山洪冲击角度θ对路基平均冲击力Fm的分布有着很大的影响,且有Fm,15°>Fm,30°>Fm,75°>Fm,45°>Fm,60°。 展开更多
关键词 道路工程 山洪 冲击角度 冲击力分布 公路路基
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不同颗粒级配滑坡碎屑流等效冲击力及作用位置分布研究 被引量:7
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作者 李天话 樊晓一 姜元俊 《山地学报》 CSCD 北大核心 2018年第5期740-749,共10页
滑坡碎屑流的冲击是一个持续的,由大量粗细不均匀的碎屑岩粒及粗大块石共同作用的复杂力学冲击过程,冲击压力的大小和分布范围呈现一定的规律变化。以室内物理模型试验的数据为依据,运用三维离散元素法,提出滑体等效冲击力和等效冲击作... 滑坡碎屑流的冲击是一个持续的,由大量粗细不均匀的碎屑岩粒及粗大块石共同作用的复杂力学冲击过程,冲击压力的大小和分布范围呈现一定的规律变化。以室内物理模型试验的数据为依据,运用三维离散元素法,提出滑体等效冲击力和等效冲击作用位置,探讨不同级配条件下,滑坡碎屑流冲击力的分布特征。结果表明,滑体冲击挡墙的过程可划分为动态冲击阶段和准静态堆积阶段。动态冲击过程中,滑体细颗粒组分摩擦耗能显著,导致滑体冲击力及其作用高度减小;粒径为20mm及以上粗颗粒间的碰撞作用促进了滑体内部的能量传递,导致滑体冲击力及作用高度增加,峰值冲击力呈分散性分布,峰值冲击力沿竖直高度方向的集中趋势不显著。准静态堆积阶段,挡墙所受接触力主要为后续滑体颗粒冲击能量的碰撞传递及重力分量的累积。滑坡碎屑流滑动带两侧场地条件基本相同的情况下,滑体等效冲击力的水平分布位置主要集中于迎流面中轴线附近,受颗粒级配条件影响较小。 展开更多
关键词 滑坡碎屑流 离散元素法 颗粒级配 冲击力分布
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Distribution Regularity of Muzzle Shock-Wave Inside Protective Cover 被引量:1
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作者 WU Jun LIU Jingbo DU Yixin 《Transactions of Tianjin University》 EI CAS 2006年第B09期161-164,共4页
The injury of gunners caused by muzzle shock-wave has always been a great problem when firing inside the protective cover. The distribution regularity and personnel injury from the muzzle blast-wave were investigated ... The injury of gunners caused by muzzle shock-wave has always been a great problem when firing inside the protective cover. The distribution regularity and personnel injury from the muzzle blast-wave were investigated by both test and numerical simulation. Through the inside firing test, the changes of overpressure and noise have been measured at different measuring points in the thin-wall cover structure with different open widths and shallow covering thickness. The distribution regularity of muzzle shock-wave with different firing port widths is calculated by ANSYS/LSDYNA software. The overpressure distribution curves of muzzle shock-wave inside the structure can be obtained by comparing the test results with the numerical results. Then, the influence of open width and shallow covering thickness is proposed to give a reference to the protective design under the condition of the inside firing with the same cannon caliber. 展开更多
关键词 artillery inside firing muzzle shock-wave OVERPRESSURE distribution regularity
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Effect of crack-closure treatment on fatigue durability of cracked rib-to-deck welded joints in steel bridge decks 被引量:2
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作者 WANG Qiu-dong JI Bo-hai +1 位作者 FU Zhong-qiu YE Zhi 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第9期2554-2568,共15页
To evaluate the effect of treating long cracks with the impact crack-closure retrofit(ICR)technique,three rib-to-deck welded specimens with a crack length of about 100 mm were tested.The metallographic structure,crack... To evaluate the effect of treating long cracks with the impact crack-closure retrofit(ICR)technique,three rib-to-deck welded specimens with a crack length of about 100 mm were tested.The metallographic structure,crack section,crack propagation life,and stress variation were analyzed.Finite-element models were also developed,and some optimal values of certain parameters are suggested according to the simulated results.The results show that new crack sources are generated on both sides of the ICR-treated region because of the stress distribution.The fatigue lives of cracked specimens with long cracks are significantly improved by the technique.Considerable residual compressive stress is also induced,and so it is suggested that the optimal impact angle to be applied to real bridges should be 70°.The stress at the weld root is distributed uniformly with the crack closed,and the optimal crack-closure depth is 4 mm.To evaluate the effect of different crack-closure depths in tests,it is recommended that a hot-spot stress method which is extrapolated by three reference points should be adopted. 展开更多
关键词 steel bridge deck fatigue durability impact crack-closure retrofit technique fatigue life stress distribution
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