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1.
以某型保险杠横梁结构为研究对象,基于显示有限元法,再现了保险杠横梁正面低速碰撞变形过程。针对横梁结构抗弯性能不足等问题,提出了横梁截面形状改进方案,并进行模拟试验验证,选取了最优改进结果。试验结果表明:改进方案可以有效降低保险杠横梁侵入位移,改良保险杠横梁碰撞特性。  相似文献   

2.
轿车保险杠横梁的碰撞安全性研究   总被引:1,自引:0,他引:1  
文章通过对国产某轿车保险杠横梁的正面碰撞仿真计算,对保险杠结构进行了修改,对比了前后两种结构保险杠的性能,为保险杠的设计开发提供参考,对深入研究汽车正面碰撞具有一定的参考价值。  相似文献   

3.
为实现汽车设计的耐撞性和轻量化,将高强度钢拼焊板(TWB)结构运用到保险杠横梁,结合多目标离散优化方法,进行优化设计。运用Hypermesh软件,建立了原保险杠模型和拼焊板保险杠模型,并用LS-DYNA软件进行验证。横梁内、外板均由厚度不同的5块高强度钢板焊接而成。以提高保险杠横梁的吸能量,控制质量增加为优化目标,进行横梁三点静压仿真试验,对板材的材料和厚度参数进行迭代优化。结果表明:优化后的拼焊板保险杠横梁吸能量提高81.66%,质量只增加8.96%;从而满足了耐撞性和轻量化的要求,并具有更好的变形模式和碰撞载荷特性。  相似文献   

4.
文章分析了辊压工艺的特点,根据后保险杠横梁的空间状况确定了合理的辊压断面,通过反复地模拟计算,在实现轻量化的同时完成了降本。  相似文献   

5.
汽车保险杠由外板、缓冲材料和横梁3部分组成。其中,外板和缓冲材料用塑料制成,有的车保险杠横梁用厚度为1.5mm左右的冷轧薄板冲压而成;外板和缓;中材料附着在横梁上,横梁与车架纵梁由螺栓连接,可以随时拆卸下来。汽车保险杠外板使用的塑料,大体上分为聚酯系和聚丙烯系2种材料,采用注射成形法制成。国外还有一种称为聚碳酯系的塑料,渗进合金成分,采用合金注射成形的方法加工出来的保险杠外板不但具有高强度的刚性,还具有可以焊接的优点,  相似文献   

6.
正汽车塑料保险杠由外板、缓冲材料和横梁3部分组成(见图1所示)。其中外板和缓冲材料用塑料制成,横梁一般用厚度为1.5mm左右的冷轧薄板冲压成U形槽。外板和缓冲材料附着在横梁上,横梁与车架纵梁之间用螺丝连接,可随时拆卸。这种塑料保险杠大体上使用聚醋系和聚丙烯系2类材料,采用注射成型。加工出来的保险杠不但具有高强度的刚性,还具有可焊接、涂装性好的优点,  相似文献   

7.
某轿车保险杠横梁结构抗撞性优化   总被引:1,自引:0,他引:1  
针对某轿车在进行车速为56 km/h的正面40%偏置碰撞试验中,前保险杠横梁断裂、乘员舱侵入过大问题,主要从抗弯性能和材料等方面对前保险杠横梁提出改进方案,并利用有限元仿真方法对保险杠横梁改进方案进行仿真计算.试制改进方案样件进行了车速为56 km/h的正面40%偏置碰撞试验,试验结果表明,改进方案解决了原保险杠横梁断...  相似文献   

8.
针对国内某轿车前保险杠的吸能特性,本文采用正交试验法选定横梁外板的材料、厚度、结构为影响因素,利用Hypermesh有限元软件建立该保险杠的正面碰撞有限元模型,并基于Ls-Dyna求解器对保险杠横梁的最大位移及缓冲吸能装置的吸能特性进行了数值仿真。仿真结果表明:采用铝合金材料,厚度为2.5mm的辊压成形结构防撞梁在10km/h的低速正面碰撞工况下,碰撞后的安全距离最大,吸能特性最好。  相似文献   

9.
汽车前保险杠是现代汽车结构的重要组成部分,集安全性、装饰性于一体,其设计的合理性对汽车研发具有重要意义。文章介绍了汽车前保险杠的组成部分及其材料选择,同时还概述了前保险杠与周边件如中网、翼子板等的匹配结构设计,旨在为后续同类结构设计提供参考。同时根据以往车型顾客反馈的前保险杠开裂或断裂情况,利用有限元分析软件HyperMesh和Nastran对前保险杠基于外界振动频率响应的强度进行分析,分析结果表明,在相应频率下前保险杠横梁及安装支架的最大应力均小于材料的屈服强度,验证了此前保险杠设计符合要求,避免后续因前保险杠开裂或断裂等导致前保险杠的修模费用。  相似文献   

10.
正汽车塑料保险杠由外板、缓冲材料和横梁3部分组成。其中外板和缓冲材料用塑料制成,横梁一般用厚度为1.5mm左右的冷轧薄板冲压成U形槽。外板和缓冲材料附着在横梁上,横梁与车架纵梁之间用螺丝连接,可随时拆卸。这种塑料保险杠大体上使用聚醋系和聚丙烯系2类材料,采用注射成型。塑料保险杠的喷涂质量要求极为严格,从前处理、喷涂到固化的整个过程都需要进行严格的控制,以  相似文献   

11.
Increasing fuel economy has been a central issue in the development of new cars, and one of the important strategies to improve fuel economy is to decrease vehicle weight. In order to obtain this goal, researchers have sought to make bumpers lighter without sacrificing strength, ability to absorb impact, or passenger safety. In this study, the effects of structural variables on the torsional stiffness of a body bumper impact beam were analyzed for possible weight reduction. To this end, the effects of variation of section height, increase of impact beam thickness and the addition of stays in a bumper impact beam were carefully investigated and compared. Among these, the most effective way to increase the torsional stiffness of the bumper impact beam was found to be increasing the section height. In addition, the potential for overall weight reduction of the impact beam was examined by comparing the crash capability of a bumper using conventional steels with that of high-strength steel (boron steel) with a tensile strength of 1.5 GPa. This analysis could serve as a guide to design for optimal bumper impact beam development.  相似文献   

12.
碳纤维增强复合材料(CFRP)具有轻质高强的特点,本文中基于抗撞性要求将某乘用车保险杠原钢制防撞梁替换为CFRP,并进行铺层优化设计。首先对CFRP层合板进行力学性能试验以获得材料参数,并通过三点弯曲仿真试验验证其准确性,然后根据等刚度设计原理,确定CFRP防撞梁的厚度,并通过保险杠低速碰撞有限元仿真对比分析两种材料防撞梁的抗撞性能。在此基础上,以质量、比吸能、最大侵入量和碰撞力峰值为目标,采用熵权TOPSIS方法对CFRP防撞梁进行铺层优化,确定出最优铺层方案。结果表明,在保证抗撞性能要求的条件下,优化后的CFRP防撞梁比原钢制防撞梁减轻了76.82%。  相似文献   

13.
在对汽车外形的局部改型中,由于逆向设计具有设计精度高、开发周期短及节约成本等优点,逐渐得到厂家的广泛采用。文章根据原型车前后保险杠造型,运用逆向工程原理以及CATIA软件中的模块构建出新的保险杠造型,依据曲线几何连续性条件,利用曲面断面线法、斑马线法及曲面反射性分析法来评价曲面的质量。最终得到更加美观的轿车保险杠外表面造型。该方法大大提高了轿车外表面改型的开发效率。  相似文献   

14.
Nowadays it is required for the bumper system to meet the various impact conditions simultaneously; barrier impact, IIHS (Insurance Institute for Highway Safety) bumper impact and pedestrian impact. Firstly, dynamically equivalent bumper beam models were developed for each impact condition and its accuracy was verified by nonlinear finite element analysis result. Dynamically equivalent pedestrian impact beam model was developed by using the equivalent forces of bumper beam and stiffeners. Pedestrian bending angle was obtained by using this equivalent pedestrian beam model. By combining these equivalent beam models, bumper optimum design program was developed. In this optimum design program, direct search method was used for the optimization algorithm. To verify the accuracy of this optimum design program, a nonlinear finite element result was used. By using this optimum design program, it can be secured the bumper impact performances in an early design stage and it will be also contributed to reduce the design time and test costs.  相似文献   

15.
This paper presents a design technique to optimize the shape of a vehicle bumper beam that satisfies both the safety requirements for a front rigid-wall impact and the regulations protecting pedestrians from lower leg injuries caused by bumper impacts. An intermediate response surface modeling (IRSM) technique was introduced to approximate the non-linear force-displacement curves obtained from the front impact analysis of a vehicle bumper. The accuracy of the IRSM model was tested by comparing its results with those of the non-linear finite element analysis. The maximum displacement error between the two models did not exceed 3%. Using pedestrian impact analyses based on the experimental arrangement of the Plackett-Burman design, the approximate functions describing the response values acting on the lower legs were calculated. The shape of the bumper beam was optimized by integrating the IRSM with the force-displacement model and the approximate functions on lower leg impact. The optimization results satisfied safety regulations on the maximum allowable displacement of the vehicle bumper, and also the regulations protecting pedestrians from lower leg injuries caused by bumper impacts.  相似文献   

16.
Optimum SUV bumper system design considering pedestrian performance   总被引:2,自引:0,他引:2  
Until recently, passenger cars have primarily interested in pedestrian protection performance. Nowadays, however, it is important for a sport-utility vehicle (SUV) to meet the bumper system standards for pedestrian safety. For a SUV bumper system, there are some difficulties in attaining a high level of pedestrian performance for the lower legform. An SUV has a high bumper position from the ground level, and the bumper approach angle must also be secured, which has an effect on car insurance fees. Due to these reasons, it is difficult to meet the pedestrian performance of the lower legform for an SUV. In this paper, a comparative study was performed on various SUV bumper systems, and a concept model for a SUV bumper system was developed, which is expected to meet the pedestrian performance by using the Pugh method. The design control factors were defined to affect the bumper pedestrian performance through the experiences of tests and analyses. For the noise factor to affect the pedestrian performance, the deviation of the impactor position was selected at the moment of impact. The design control factors were optimized by using the Taguchi optimization technique. For the Taguchi method, an L18 orthogonal array table of design control factors was used in the optimization process. Particularly, for the optimization of the bumper corner region, an optimization analysis was performed three times to meet pedestrian performance. Based on the results of the Taguchi optimization method, the sensitivity of the bumper design parameters was studied, and a new SUV bumper system is proposed that satisfies the pedestrian performance of the lower legform. The optimized bumper system should obtain a full Euro-NCAP score of 6 points for the bumper test. The pedestrian performance of the optimized bumper system is validated by using a CAE (Computer Aided Engineering) analysis, which has been proven to be in accurate. A comparison between the test and analysis results is shown for the validation of accuracy. By using the optimized bumper system, the tests and development costs of a bumper can be reduced.  相似文献   

17.
栗勇  安邦  姜鹏 《城市道桥与防洪》2012,(5):73-75,79,8,9
洛阳市希望桥采用创新的V型墩-连续梁结构,该结构由V型墩、墩顶系杆、支座以及采用肋梁式横截面的主梁组成。介绍该桥的总体布置、结构设计特点。  相似文献   

18.
罗鸣 《交通科技》2020,(1):36-39
U形-箱形组合连续梁计算现阶段缺乏具体的经验和理论公式,文中在杆系模型分析的基础上,采用通用有限元程序ABAQUS分析了结构典型部位的受力情况,研究了该类桥梁在多种工况下的力学行为和受力机理。结果表明:U形-箱形组合连续梁力学特性明显区别于传统梁型,空间受力特性明显;由于横向变形导致U形梁腹板内、外侧应力存在差异,平截面假定已不适用。  相似文献   

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