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柔性管道铺设上弯段接触荷载的参数分析 被引量:1
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作者 叶海宾 岳剑锋 +2 位作者 叶永彪 岳前进 陈金龙 《海洋工程装备与技术》 2015年第3期184-188,共5页
在进行水平式铺设时,柔性管道的上弯段将受到显著的接触荷载,导致管道的挤压失效,从而限制了这种铺设方式所能达到的水深。因此,对柔性管道铺设上弯段的接触荷载进行准确估计具有重要的工程意义。对上弯段接触荷载进行理论研究,推导了... 在进行水平式铺设时,柔性管道的上弯段将受到显著的接触荷载,导致管道的挤压失效,从而限制了这种铺设方式所能达到的水深。因此,对柔性管道铺设上弯段的接触荷载进行准确估计具有重要的工程意义。对上弯段接触荷载进行理论研究,推导了简化的计算公式,并采用数值仿真技术研究了铺设工况下影响接触荷载大小的关键参数,以指导柔性管道铺设的上弯段接触荷载的分析,并为铺设设计提供参考。 展开更多
关键词 柔性管道 水平式铺设 上弯段挤压 接触荷载
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叠合板施工工程荷载稳定性分析--兼谈叠合板施工技术
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作者 许文健 《四川水泥》 2024年第2期112-114,119,共4页
荷载稳定性是叠合板施工作业平稳推进的前提。以某叠合板施工工程为例,结合工程实际情况,通过对板间接触荷载、人行荷载进行分析,对荷载稳定性进行计算,结果表明叠合板荷载均布稳定。在确定施工方案荷载稳定的基础上,根据叠合板施工流程... 荷载稳定性是叠合板施工作业平稳推进的前提。以某叠合板施工工程为例,结合工程实际情况,通过对板间接触荷载、人行荷载进行分析,对荷载稳定性进行计算,结果表明叠合板荷载均布稳定。在确定施工方案荷载稳定的基础上,根据叠合板施工流程,从吊装准备、安装支模架、叠合板吊装及校正、拼接缝支模、叠合层钢筋绑扎、叠合层混凝土浇筑及拆模等方面总结叠合板施工技术。 展开更多
关键词 叠合板 荷载稳定性 接触荷载 人行荷载 施工
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荷载接触形式对路面结构力学指标的影响分析 被引量:5
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作者 颜可珍 赵晓文 +1 位作者 石挺巍 刘俊 《重庆交通大学学报(自然科学版)》 CAS 北大核心 2017年第4期23-29,共7页
传统沥青路面结构力学模型通常将车辆荷载假定为圆形、椭圆形、矩形,与实际路面结构在非均布荷载作用下的真实受力状态有一定的区别。应用3D-Move Analysis有限层软件,建立黏弹性材料特性下力学响应模型,对比分析了静载和动载情况下,不... 传统沥青路面结构力学模型通常将车辆荷载假定为圆形、椭圆形、矩形,与实际路面结构在非均布荷载作用下的真实受力状态有一定的区别。应用3D-Move Analysis有限层软件,建立黏弹性材料特性下力学响应模型,对比分析了静载和动载情况下,不同荷载接触形式对路面结构剪应力、路表弯沉、面层底部拉应力、土基顶部压应变最大值及位置的影响;分析了水平力系数和轴载变化时,各指标最大值的变化规律。结果表明:不同荷载状态、荷载接触形式作用下,各力学指标最大值及位置有较大的区别;汽车匀速行驶时,按照传统静载计算结果进行力学指标设计是偏于安全的;汽车制启动时,计算结果比静载偏大,并随着水平力系数的增加持续增大,仍按传统静载结果设计容易导致车辙、疲劳开裂等早期损坏现象;不同荷载接触形式,各力学指标均随轴载的增加而增大。 展开更多
关键词 道路工程 荷载接触形式 有限层方法 力学指标
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舰船舷侧防护结构在水下接触爆炸荷载下的破坏分析 被引量:6
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作者 张婧 施兴华 王善 《爆破》 CSCD 2007年第3期7-10,共4页
爆炸荷载作用下板架结构的破坏变形是非常复杂的非线性动态响应过程。采用能量原理,对4层板架结构在接触爆炸荷载作用下的破坏进行了理论分析,推导得出了舷侧防护结构各层板的破口半径及内层板挠度的计算方法。通过算例与实验进行比较,... 爆炸荷载作用下板架结构的破坏变形是非常复杂的非线性动态响应过程。采用能量原理,对4层板架结构在接触爆炸荷载作用下的破坏进行了理论分析,推导得出了舷侧防护结构各层板的破口半径及内层板挠度的计算方法。通过算例与实验进行比较,可知理论计算与实验结果吻合较好,表明该方法可用于板架结构在接触爆炸荷载作用下的毁伤分析,对舰船防护结构的设计具有指导作用。 展开更多
关键词 多层板架结构 水下接触爆炸荷载 能量原理 破口半径
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水下非接触爆炸荷载下某混凝土重力坝损伤预测研究 被引量:1
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作者 刘晓蓬 陈健云 +1 位作者 周晶 徐强 《振动与冲击》 EI CSCD 北大核心 2022年第12期108-116,共9页
水坝是重要的挡水建筑物,其安全与否直接影响到下游人民的生命财产,溃坝产生的后果不堪设想。基于Euler与Lagrange流固耦合算法,并考虑爆炸荷载下混凝土的高应变率效应,运用LS-DYNA软件模拟分析了某混凝土重力坝的水下非接触爆炸损伤情... 水坝是重要的挡水建筑物,其安全与否直接影响到下游人民的生命财产,溃坝产生的后果不堪设想。基于Euler与Lagrange流固耦合算法,并考虑爆炸荷载下混凝土的高应变率效应,运用LS-DYNA软件模拟分析了某混凝土重力坝的水下非接触爆炸损伤情况。探讨了受起爆深度、起爆距离和坝前水位与炸药当量影响时,水下非接触爆炸荷载与坝体损伤程度之间的关系,并拟合得到了该坝体的损伤等级预测曲线。通过该研究得到:起爆深度、起爆距离和坝前水位都是坝体抗爆性能的重要影响因素;上游面损伤位置随起爆深度增加而向坝体底部相应移动,起爆深度越大越不易形成贯穿性损伤,近距离起爆对坝体的损伤更为严重,低水位爆炸能够有效减小坝体损伤以提高坝体的抗爆能力。战争发生时可以采取提前放空库水、防止炸弹入水爆炸和防止炸弹接近坝体等方式使坝体的爆炸冲击损伤降到最低。研究成果能够预测坝体遭受水下非接触爆炸荷载时的损伤程度,为政府决策提供一定依据。 展开更多
关键词 接触爆炸荷载 混凝土重力坝 损伤预测 流固耦合
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列车荷载对平行换乘地铁车站深基坑变形影响 被引量:9
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作者 高伟君 姚燕明 蔚俊霞 《岩土力学》 EI CAS CSCD 北大核心 2004年第z2期375-378,382,共5页
根据地铁车站轨道结构的特点,利用集总参数法建立了轮轨竖向耦合振动模型;分析了新建地铁车站深基坑开挖过程中既有车站内的轮轨接触荷载对车站结构及其周围土层变形的影响。通过计算分析认为,列车荷载引起的结构变形在允许值的 7 %范... 根据地铁车站轨道结构的特点,利用集总参数法建立了轮轨竖向耦合振动模型;分析了新建地铁车站深基坑开挖过程中既有车站内的轮轨接触荷载对车站结构及其周围土层变形的影响。通过计算分析认为,列车荷载引起的结构变形在允许值的 7 %范围以内,引起的地面沉降在允许值的 3 %范围以内。 展开更多
关键词 地下铁道 轮轨接触荷载 基坑 变形
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用‘罚函数’法处理三维变厚度节理元嵌入接触问题 被引量:2
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作者 黄琛 陈志远 《汕头大学学报(自然科学版)》 2002年第4期42-47,共6页
该文应用约束变分原理的罚函数方法计入三维节理单元的嵌入接触约束条件修正 ,推导了修正的接触刚度矩阵和接触荷载向量 .并给出了增量有限元求解节理单元接触问题的程序框图 .
关键词 '罚函数'法 三维变厚度节理单元 嵌入接触 约束变分原理 接触刚度 接触荷载
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不同荷载条件下低孔隙率砂岩巴西劈裂试验的声发射特性 被引量:4
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作者 吴顺川 孙伟 成子桥 《工程科学学报》 EI CSCD 北大核心 2020年第8期988-998,共11页
针对巴西圆盘荷载接触条件对巴西劈裂试验影响的问题,采用声发射监测系统开展线/非线荷载接触条件下低孔隙率砂岩巴西劈裂试验.直径为50 mm,厚度为25 mm的标准巴西圆盘按照同一种传感器三维布设方式布置8个Nano30传感器.在相同的荷载速... 针对巴西圆盘荷载接触条件对巴西劈裂试验影响的问题,采用声发射监测系统开展线/非线荷载接触条件下低孔隙率砂岩巴西劈裂试验.直径为50 mm,厚度为25 mm的标准巴西圆盘按照同一种传感器三维布设方式布置8个Nano30传感器.在相同的荷载速率下,声发射监测Richter8系统对线/非线荷载两种荷载条件下的巴西圆盘进行准静态加载的波形信号连续记录.通过P波自动到时及网格坍塌搜索算法进行定位,在线/非线荷载条件下分别有1131和931个声发射事件被成功定位.圆盘的起裂位置均在圆盘非中心位置,对于非中心起裂的试验值可能低估了巴西抗拉强度.裂纹下半球极点密度投影分析表明,非线荷载条件下破裂面的局部扭曲程度大于线荷载.试样三维损伤演化结果表明,圆盘所受荷载面积大小,显著影响圆盘损伤累计的时间、释放能量的大小和裂纹扩展的稳定性.对有效声发射定位事件进行矩张量分解获取了两种荷载条件下各向同性部分(ISO)、纯双力偶(DC)和补偿线性矢量偶极成分(CLVD)频率百分比,并采用微裂纹破裂类型分类方法来定量分析震源机制,结果表明巴西劈裂对荷载条件并不敏感,两者均可以解释为近似平行于荷载方向上的张拉裂纹的萌生、扩展及贯通. 展开更多
关键词 巴西劈裂 荷载接触条件 脆性破坏 声发射特征 矩张量
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离心模型试验中深水防波堤上波浪循环荷载的模拟研究
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作者 蒋敏敏 蔡正银 +2 位作者 徐光明 王志选 肖昭然 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2013年第7期1491-1496,共6页
研制离心模型试验中新型的非接触式循环荷载加载系统,用于模拟深水防波堤上的波浪荷载,解决了波浪荷载模拟研究中的消能困难、产生附加约束和附加质量以及难以模拟波谷反向荷载等问题,通过计算机控制加载,能够达到模拟风暴荷载的要求。... 研制离心模型试验中新型的非接触式循环荷载加载系统,用于模拟深水防波堤上的波浪荷载,解决了波浪荷载模拟研究中的消能困难、产生附加约束和附加质量以及难以模拟波谷反向荷载等问题,通过计算机控制加载,能够达到模拟风暴荷载的要求。开发动力离心试验的新测控系统,包含高速数据采集、低通数字滤波去除噪声和干扰、改进比例积分微分(PID)加载控制、控制信号生成等功能模块,优化动力离心试验中加载控制和数据采集的功能。通过在离心模型试验中对箱筒型基础防波堤施加非接触式波浪荷载的作用,表明该加载设备可精确、稳定地施加不同的波浪荷载,并可任意调节波浪荷载幅值。得出波浪荷载作用下箱筒形基础防波堤的动位移特征:动倾角的累积值和幅值均有一定的增长,水平位移量以幅值增大为主,而竖向位移量以累积值增大为主;箱筒形基础防波堤主要表现为振动–摇摆耦合运动模式。 展开更多
关键词 土力学 离心模型试验 波浪荷载 接触式波浪荷载加载设备 测控系统
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多点同时爆炸对钢筋混凝土方柱构件的毁伤特性
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作者 武伟超 夏柳 +2 位作者 潘艾刚 王亚飞 王强 《爆炸与冲击》 EI CAS CSCD 北大核心 2023年第12期94-107,共14页
为了研究炸药多点协同爆炸对钢筋混凝土方柱构件的毁伤特性、动力响应和破坏机理的影响,设计了柱身单节点、邻面双节点、邻面四节点和全包围四节点4种爆炸试验工况,对4根钢筋混凝土方柱开展爆炸试验。基于试验结果,利用显式动力分析软件... 为了研究炸药多点协同爆炸对钢筋混凝土方柱构件的毁伤特性、动力响应和破坏机理的影响,设计了柱身单节点、邻面双节点、邻面四节点和全包围四节点4种爆炸试验工况,对4根钢筋混凝土方柱开展爆炸试验。基于试验结果,利用显式动力分析软件LS-DYNA建立了精细化有限元模型,系统分析了炸药中心截面毁伤特性和应力发展时程。研究结果表明:相同爆炸总当量下,炸药节点数量和布置位置对方柱毁伤效果有显著影响;多点爆炸下方柱毁伤效果均大于单点爆炸工况且钢筋混凝土方柱均产生贯穿破坏,邻侧四节点爆炸钢筋混凝土方柱混凝土破坏程度及加速度响应最大;对比邻侧多点爆炸工况发现,炸药节点数量的增加可以有效提高爆炸对方柱的毁伤效应;全包围四节点爆炸工况方柱最早进入全截面高应力状态,并出现4处角部混凝土应力集中,而邻面多点爆炸工况进入全截面高应力状态较晚,仅有3处截面角部混凝土应力集中;单点爆炸时混凝土内部测点应力随到爆心距离增大而减小,而多点爆炸工况下多个爆炸应力波在方柱截面内部耦合叠加,中心混凝土处应力显著增大;受到应力波空间耦合叠加的影响,邻面四节点爆炸工况下方柱截面中心混凝土峰值应力达37.3 MPa,相较其他3个爆炸工况应力增幅达到3.82倍、1.21倍和0.67倍,应力耦合力度增大是导致该工况方柱毁伤最严重的直接原因。 展开更多
关键词 多点接触爆炸荷载 钢筋混凝土方柱 毁伤特性 精细化有限元模型
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接触爆炸荷载位置对钢-混凝土组合梁的影响
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作者 杨涛春 李国强 陈素文 《建筑结构》 CSCD 北大核心 2010年第S1期240-242,共3页
采用有限元模型并利用LS-DYNA软件对三种不同接触爆炸荷载位置情况下钢-混凝土组合梁的动力响应进行了研究,并对梁的变形过程、钢梁最大竖向位移及各主要截面内力进行了详细分析对比,结果表明,局部接触爆炸作用下钢-混凝土组合梁以荷载... 采用有限元模型并利用LS-DYNA软件对三种不同接触爆炸荷载位置情况下钢-混凝土组合梁的动力响应进行了研究,并对梁的变形过程、钢梁最大竖向位移及各主要截面内力进行了详细分析对比,结果表明,局部接触爆炸作用下钢-混凝土组合梁以荷载区局部变形为主,爆炸荷载中心处钢梁竖向位移最大,爆炸荷载位置对荷载作用区内钢-混凝土组合梁的内力影响较小。 展开更多
关键词 钢-混凝土组合梁 接触爆炸荷载 荷载位置 动力响应
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Distribution of contact loads in crushed zone between tunnel boring machine disc cutter and rock 被引量:11
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作者 SHI Yu-peng XIA Yi-min +2 位作者 TAN Qing ZHANG Yi-chao QIAO Shuo 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第9期2393-2403,共11页
The construction efficiency and quality of tunnel boring machines(TBMs)is largely determined by the service life of cutting tools,which is the result of contact loads in the crushed zone between cutter ring and rock.I... The construction efficiency and quality of tunnel boring machines(TBMs)is largely determined by the service life of cutting tools,which is the result of contact loads in the crushed zone between cutter ring and rock.In this paper,a series of rock breaking tests were conducted with a 216 mm diameter disc cutter and concrete samples.Based on the superposition principle,the distribution of contact loads between disc cutter and rock were obtained by using the truncated singular value decomposition(TSVD).The results show that both the peak value and the whole numerical distribution of the radial strains on the cutter ring increase with the increase of the penetration.The distribution curves of the contact loads show an approximate parabola going downwards,which indicates contact loads are more concentrated.The front non-loading area with a ratio from 1.8%to 5.4%shows an increasing trend with the increase of penetration.However,the change of rear non-loading area is not obvious.It is believed that the conclusions have guidance for the study of rock breaking mechanism and manufacturing process of the disc cutter. 展开更多
关键词 disc cutter contact loads superposition principle non-loading area
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Mesh stiffness calculation of cycloid-pin gear pair with tooth profile modification and eccentricity error 被引量:5
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作者 LI Xuan CHEN Bing-kui +1 位作者 WANG Ya-wen LIM Teik Chin 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第7期1717-1731,共15页
Cycloid speed reducers are widely used in many industrial areas due to the advantages of compact size, high reduction ratio and high stiffness. However, currently, there are not many analytical models for the mesh sti... Cycloid speed reducers are widely used in many industrial areas due to the advantages of compact size, high reduction ratio and high stiffness. However, currently, there are not many analytical models for the mesh stiffness calculation, which is a crucial parameter for the high-fidelity gear dynamic model. This is partially due to the difficulty of backlash determination and the complexity of multi-tooth contact deformation during the meshing process. In this paper, a new method to calculate the mesh stiffness is proposed including the effects of tooth profile modification and eccentricity error. The time-varying mesh parameters and load distribution of cycloid-pin gear pair are determined based on the unloaded tooth contact analysis (TCA) and the nonlinear Hertzian contact theory, allowing accurate calculations of the contact stiffness of single tooth pair and the torsional stiffness of multi-tooth pairs. A detailed parametric study is presented to demonstrate the influences of tooth profile modification, applied torque and eccentricity error on the torsional mesh stiffness, loaded transmission error, Hertzian contact stiffness and load sharing factor. This model can be applied to further study the lost motion and dynamic characteristics of cycloid speed reducer and assist the optimization of its precision, vibration and noise levels. 展开更多
关键词 cycloid speed reducer mesh stiffness tooth contact analysis load distribution MODIFICATION
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Research on stress distribution between wires of single thigh steel strand
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作者 MA Jun GE Shi-rong ZHANG De-kun 《Journal of Coal Science & Engineering(China)》 2011年第4期382-387,共6页
A three-dimensional contact model of 1×7 steel strand was established. Contact point was searched by Splitting-pinball algorithm, and Augmented-Lagrangian algorithm was applied for analysis of contact loads. The ... A three-dimensional contact model of 1×7 steel strand was established. Contact point was searched by Splitting-pinball algorithm, and Augmented-Lagrangian algorithm was applied for analysis of contact loads. The exerted tensile loads to the model were analyzed using finite element method. After analyzing calculation results, the laws of steel wire stress distribution in axis direction and in its cross-section were found. Friction coefficients were set as 0.10, 0.11, and 0.12, respec- tively, to obtain the influence law of friction coefficient to steel wire stresses. Research result shows that friction coefficient has significant influence on the shear stress of steel wire. Analyzed the calculation results of steel strand with five different lay pitch multiples and got the influence law of lay pitch multiple to the stresses of steel wire in steel strand. The Von Misses stress of steel wire increases following with the increasing of lay pitches nmltiples, but the increment value is not very prominent. The shear stress of steel wire decreases following the increase of lay pitch multiple, and the changing amplitude is large when lay pitch multiple is small. Finally, carried out a steel strand tensile deformation test and the consistency of test results with the calculation results shows that the selected model is reasonable. 展开更多
关键词 stress distribution steel strand contact model finite unit method
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Analysis of Drill Pipe's Effect on Casing
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作者 Wang Changjin Li Lei Li Yinpeng Ha Mingda 《International English Education Research》 2015年第1期81-83,共3页
Frictional wear of inner walls of drill pipe and casing is produced by rotational advance of drill pipe in the casing due to the joint effect of drilling fluid, temperature and contact load during drilling, among whic... Frictional wear of inner walls of drill pipe and casing is produced by rotational advance of drill pipe in the casing due to the joint effect of drilling fluid, temperature and contact load during drilling, among which the main wear is on the drill string. With development of drilling technology, deep well, ultradeep well, high angle well, directional well, extended reach well and horizontal well are taking more and more proportion. Meanwhile, the problem of serious frictional wear between drill pipe and casing are becoming more significant due to long time of drilling, high probability of dogleg severity, high contact normal stress between drill pipe and casing etc. Tool sticking may also occur due to large frictional resistance. Therefore, higher requirements are made on the study of how to predict and prevent the wear of drill pipe and casing during drilling. The residual strength of the worn casing is also studied by analysis of the law of drill pipe's effect on the casing wear in this paper. 展开更多
关键词 drill pipe CASING WEAR residual strength
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Contact analysis and load distribution of double-envelop hourglass worm gearing affected by errors and load
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作者 徐戊矫 《Journal of Chongqing University》 CAS 2003年第2期1-5,共5页
An approach for the contact analysis and load distribution of double-envelop hourglass worm gearing is presented, which is based on a 3-D elastic contact finite element method (FEM) model that accommodates the influen... An approach for the contact analysis and load distribution of double-envelop hourglass worm gearing is presented, which is based on a 3-D elastic contact finite element method (FEM) model that accommodates the influence of errors and load. As compared with existing tooth contact analysis model that assumes rigidity for the contacting surfaces, the proposed model provides a more realistic analysis on the contact patterns, the distribution of contact load and transmission errors. It is also capable of exploring the influence of different errors on meshing performances, the contact deformation, the shift of the contact zone and load share among the meshing tooth-pairs under different load. 展开更多
关键词 double-envelop hourglass worm gearing tooth contact analysis ERRORS LOAD
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Effect of the number of layers on the bond strength for multi-layer brittle coating-substrate system 被引量:1
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作者 WANG YongGuang NI ZiFeng +3 位作者 CHEN GuoZhong CHEN AnQi SU YongShuai ZHAO YongWu 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第10期2936-2940,共5页
Finite element method(FEM) was used to investigate the effect of the number of layers on the bond strength for the brittle coating/substrate materials at contact load condition,which has not been addressed previously.... Finite element method(FEM) was used to investigate the effect of the number of layers on the bond strength for the brittle coating/substrate materials at contact load condition,which has not been addressed previously.The maximum shear stress was used to act as the criterion of the bonded strength.This paper discussed the relationship between the number of coating layers and the maximum shear stress of the layer/substrate interface.Firstly,the results of the FEM and the Hertz analytical method were compared to verify the accuracy of the FEM model.It was found that with the increase in the number of coating layers,the position of the suddenly changed stress along the z axis is transformed from the interface to the external surface of the coating.Finally,the increase in the number of layers contributes to the decrement of the stress along the x axis. 展开更多
关键词 brittle coating number of layers bond strength
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