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钢桥面铺装多联轴荷载的当量轴数研究 被引量:1
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作者 陈先华 钱振东 《土木工程学报》 EI CSCD 北大核心 2009年第12期197-202,共6页
多轴荷载与单轴荷载间的等效是路面设计轴载换算的重要问题之一。根据疲劳等效原则、轴间影响系数与复合梁疲劳能耗研究确定钢桥面铺装多轴荷载的当量轴数。采用3-DFEM分析单轴、双联轴、三联轴荷载匀速移动时钢桥面铺装控制点的应力响... 多轴荷载与单轴荷载间的等效是路面设计轴载换算的重要问题之一。根据疲劳等效原则、轴间影响系数与复合梁疲劳能耗研究确定钢桥面铺装多轴荷载的当量轴数。采用3-DFEM分析单轴、双联轴、三联轴荷载匀速移动时钢桥面铺装控制点的应力响应,确定临界轴距与多轴荷载的轴间影响系数;设计用于复合梁疲劳试验的仿真荷载块,并采用仿真荷载块对环氧沥青混凝土铺装复合梁进行动态加载测试;根据铺装层的耗散能与轴间影响系数推算出双联轴与三联轴荷载的轴型系数。结果表明,多轴荷载的临界轴距宜按0.6倍横隔板间距控制,双联轴与三联轴荷载的当量系数分别为1.39与1.86。 展开更多
关键词 钢桥面铺装 多轴荷载 型系数 环氧沥青混凝土
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Multi-objective optimization of multi-cell conical structures under dynamic loads 被引量:2
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作者 PIRMOHAMMAD Sadjad ESMAEILI-MARZDASHTI Sobhan 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第9期2464-2481,共18页
In this paper,crashworthiness performance of multi-cell conical tubes with new sectional configuration design(i.e.square,hexagonal,octagonal,decagon and circular)has been evaluated under axial and three different obli... In this paper,crashworthiness performance of multi-cell conical tubes with new sectional configuration design(i.e.square,hexagonal,octagonal,decagon and circular)has been evaluated under axial and three different oblique loads.The same weight conical tubes were comparatively studied using an experimentally validated finite element model generated in LS-DYNA.Complex proportional assessment(COPRAS)method was then employed to select the most efficient tube using two conflicting criteria,namely peak collapse force(PCF)and energy absorption(EA).From the COPRAS calculations,the multi-cell conical tube with decagonal cross-section(MCDT)showed the best crashworthiness performance.Furthermore,the effects of possible number of inside ribs on the crashworthiness of the decagonal conical tubes were also evaluated,and the results displayed that the tubes performed better as the number of ribs increased.Finally,parameters(the cone angle,θ,and ratio of the internal tube size to the external one,S)of MCDT were optimized by adopting artificial neural networks(ANN)and genetic algorithm(GA)techniques.Based on the multi-objective optimization results,the optimum dimension parameters were found to beθ=7.9o,S=0.46 andθ=8o,S=0.74 from the minimum distance selection(MDS)and COPRAS methods,respectively. 展开更多
关键词 CRASHWORTHINESS multi-cell conical tube axial and oblique loads complex proportional assessment(COPRAS) multi-objective optimization
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Experimental and Analytical Study of Torsional Vibration under Multiaxial Loading in Time Domain
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作者 Dionisio Jose Rodrigues da Costa Ladario da Silv +1 位作者 Jorge Rodrigues Duran Jose Flavio Feiteira 《Journal of Mechanics Engineering and Automation》 2016年第3期148-157,共10页
The torsional vibration of power transmission shaft is a phenomenon whose analytical modeling can be represented by a differential equation of motion proposed by technical literature. The solutions of these equations ... The torsional vibration of power transmission shaft is a phenomenon whose analytical modeling can be represented by a differential equation of motion proposed by technical literature. The solutions of these equations need coefficients and parameters that, usually, must be experimentally estimated. This work uses a resistive electric SG (strain gage) to dynamically determine strains produced in the shaft due to harmonic oscillatory motion under multiaxial loading. This movement is simulated on a prototype specially developed for this purpose. It comprises a pulley attached to the end of a stepped cantilevered shaft, which is clamped at the opposite end. In this configuration, a cam generates a torque to the system, springs regulate the stiffness and the damping coefficient of the assembly, as well as they can be suitably adjusted to produce an underdamped condition. The main advantage, highlighted in this study, refers to a major simplification. Although the system under study shows multiple degrees of freedom (torsion and bending), the shape and the positioning of linking SGs with the resistor bridge (Wheatstone Bridge), allow "to evaluate the loading effects independently, as if only one degree of freedom of the system exists at a time domain. Strains graphs for two forms of cyclic torsional oscillation, analytical and experimental, were successfully generated. 展开更多
关键词 Underdamped system free and forced response torsional vibration strain gauges.
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A comparative crashworthiness analysis of multi-cell polygonal tubes under axial and oblique loads
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作者 邹翔 高广军 +3 位作者 张洁 周细赛 陈威 关维元 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第9期2198-2208,共11页
In order to investigate the energy absorption characteristics of multi-cell polygonal tubes with different cross-sectional configurations,firstly,the theoretical formulae of the mean crushing force under axial load fo... In order to investigate the energy absorption characteristics of multi-cell polygonal tubes with different cross-sectional configurations,firstly,the theoretical formulae of the mean crushing force under axial load for four multi-cell polygonal tubes were derived by combining the Super Folding Element theory with Zhang’s research results.These formulae can be used to validate the numerical model and quickly evaluate the energy absorption ability of multi-cell polygonal tubes.Furthermore,a comparative study on the energy absorption performance of eight multi-cell polygonal tubes under axial and oblique loads was conducted.The results show that all tubes have a stable mixed deformation mode under axial load.The multi-cell decagon tube has better energy-absorption ability compared with other tubes.Whenθis less than 10°,all the tubes maintain a stable deformation mode,and the multi-cell decagon tube also has the biggest crushing force efficiency and specific energy absorption among these eight tubes;meanwhile compared with the results atθ=0°,the specific energy absorption of all tubes decreases by about 8%-21%,while the crushing force efficiency increases by 20%-56%.However,at large angles 20°and 30°,all of the tubes collapse in bending modes and lose their effectiveness at energy absorption. 展开更多
关键词 multi-cell polygonal tubes thin-walled structure axial load oblique load energy absorption mean crushing force
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大跨径双层悬索桥钢桁梁整体焊接节点疲劳分析与试验 被引量:16
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作者 邓晓光 刘沐宇 +2 位作者 史晶 许浩槟 李华 《中国公路学报》 EI CAS CSCD 北大核心 2017年第3期96-103,共8页
为了给大跨径钢桁梁悬索桥抗疲劳设计提供依据,针对杨泗港长江大桥钢桁梁采用的整体焊接节点,开展了多轴疲劳荷载作用下整体焊接节点的有限元疲劳分析和试验研究。首先通过建立全桥有限元模型,基于英国BS 5400规范和Miner准则,获得了在... 为了给大跨径钢桁梁悬索桥抗疲劳设计提供依据,针对杨泗港长江大桥钢桁梁采用的整体焊接节点,开展了多轴疲劳荷载作用下整体焊接节点的有限元疲劳分析和试验研究。首先通过建立全桥有限元模型,基于英国BS 5400规范和Miner准则,获得了在标准疲劳车作用下全桥最不利整体节点及其各杆件200万次等效疲劳轴力幅;其次建立最不利整体节点空间精细化模型,通过对各轴向杆件施加200万次等效疲劳轴力幅,进行了多轴荷载下整体节点的疲劳性能分析;最后基于相似理论,设计了1∶6的整体焊接节点缩尺模型,进行多轴荷载下的疲劳试验研究。结果表明:位于距主塔297m距离的F34节点为疲劳最不利下弦杆整体节点;F34节点最大Von-Mises应力在78.8~130.6 MPa,小于设计规范的疲劳强度;200万次的模型疲劳加载试验过程中,未发现任何疲劳裂纹产生,各测点的应力值与理论值误差小于7.8%;杨泗港长江大桥钢桁梁整体焊接节点疲劳性能满足设计要求,研究成果对大跨径双层悬索桥抗疲劳设计具有直接的指导作用。 展开更多
关键词 桥梁工程 钢桁梁悬索桥 疲劳试验 整体焊接节点 多轴荷载
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316L不锈钢随动强化模型改进研究
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作者 杨超 吴昊 《固体力学学报》 CAS CSCD 北大核心 2021年第5期518-531,共14页
论文对316L不锈钢进行了单轴与多轴非比例路径下的应力控制棘轮试验,考察了应力幅值、平均应力和加载历程对棘轮特性的影响.同时进行了应变控制循环试验以研究材料的应力松弛特性.试验结果表明轴向棘轮效应在对称剪切荷载下效果明显,同... 论文对316L不锈钢进行了单轴与多轴非比例路径下的应力控制棘轮试验,考察了应力幅值、平均应力和加载历程对棘轮特性的影响.同时进行了应变控制循环试验以研究材料的应力松弛特性.试验结果表明轴向棘轮效应在对称剪切荷载下效果明显,同时棘轮应变随应力幅值和平均应力的增加而增加.研究了Chen-Jiao随动强化模型与Jiang-Sehitoglu随动强化模型采用的单轴与多轴参数对背应力分量增量方向的影响.基于试验结果,将Chen-Jiao模型中的多轴系数替换为界面饱和率,并在此基础上引入新的参数对塑性模量系数进行修正,计算结果表明修正后的模型能提升应力控制下多轴棘轮的预测精度,并能很好地预测应力松弛现象,表明了新模型的正确性与有效性. 展开更多
关键词 随动强化 多界面模型 多轴非比例荷载 棘轮
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The effects of Haversian fluid pressure and harmonic axial loading on the poroelastic behaviors of a single osteon 被引量:7
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作者 WU XiaoGang CHEN WeiYi GAO ZhiPeng GUO HongMei WANG LiLi 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2012年第9期1646-1656,共11页
In order to well understand the mechanism of the mechanotransduction in bone, we propose a new model of transverse iso- tropic and poroelastic osteon cylinder considering Haversian fluid pressure. The analytical pore ... In order to well understand the mechanism of the mechanotransduction in bone, we propose a new model of transverse iso- tropic and poroelastic osteon cylinder considering Haversian fluid pressure. The analytical pore pressure and velocity solutions are obtained to examine the fluid transport behavior and pressure distribution in a loaded osteon on two different exterior sur- face cases. Case I is stress free and fully permeable and case I1 is impermeable. The following are the results obtained. (i) The Haversian fluid may not be ignored because it can enlarge the whole osteonal fluid pressure field, and it bears the external loads together with the solid skeleton. (ii) The increase of both axial strain amplitude and frequency can result in the increase of fluid pressure and velocity amplitudes, while in case II, the frequency has little effect on the fluid pressure amplitude. (iii) Under the same loading conditions, the pressure amplitude in case II is larger than that in case I, while the velocity amplitude is smaller than that in case I. This model permits the linking of the external loads to the osteonal fluid pressure and velocity, which may be a stimulus to the mechanotransduction of bone remodeling signals. 展开更多
关键词 OSTEON poroelasticity transverse isotropic bone fluid flow intraosseous pressure
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