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1.
王铎沈振辉杨拴强 《福建工程学院学报》2021,(1):32-36
为探究FDM零件压缩作用下连续变形失效的机理,对125种不同构型的零件压缩实验比较力学性能。基于正交实验设计理论,通过多因素组合分析确定零件连续变形失效原因。正交实验结果表明,抗压缩强度影响从大到小排序为层片厚度、材料种类、填充率、打印质量。采用仿真手段模拟了压缩变形后微观失效的变化规律。结果表明,材料进入塑性阶段必须考虑损伤形成的影响,塑性阶段后促进损伤扩展,应防止构件出现塑性过程导致局部失效破坏,验证了模拟方法的合理性。 相似文献
2.
轿车下档板零件冲压失效分析 总被引：1，自引：0，他引：1
采用网格应变分析的方法,对武钢产DX56D＋Z钢材制作的流行车型下挡板零件开裂现象进行了分析。在冲压现场针对易开裂区进行网格试验,根据材料的变形行为,探讨了零件冲压开裂的原因,提出了降低开裂率的方法。 相似文献
3.
软硬结构面的存在阻断了岩体性质的连续性,结构面倾角的位置和角度会造成多种破坏模式。文章对上软下硬地层隧道的破坏过程和破坏模式进行数值模拟研究。结果表明:分界结构面倾角在30°～75°时隧道稳定性较差;围岩变形破坏特征在对称模式下,围岩位移、破坏区和塑性区呈对称分布;在非对称模式下,结构面倾角和围岩的力学参数决定了破坏区的位置和范围,破坏区的位置主要受结构面倾角的影响。 相似文献
4.
利用分离式Hopkinson压杆(SHPB)研究了GFPP玻璃钢的在不同应变率下的力学响应,通过其动态的应力应变曲线发现,其属于一种典型的粘弹性材料,具有明显的应变率敏感性。在冲击载荷作用下,GFPP玻璃钢表现出明显的各向异性,分析认为:其各向异性除了与纤维的排列和铺层等有关外,材料中的微裂纹和空洞等损伤的发展演化也会导致各向异性。损伤的发展演化将导致材料的软化和破坏;并且损伤的发展演化除了与应变有关,还与应变率有关。本文还阐明了这种材料在两个相互垂直加载方向上的应变率效应,对这两个方向在不同加载条件下的破坏机制进行了分析。 相似文献
5.
Experimental investigations of the micro cracking behavior of a coating-substrate structure were carried out in-situ with a scanning electron microscope (SEM). An anodized coating layer was deposited on an AZ91D substrate by the galvanize pulse method. Results indicated that the failure mechanism of the coating-substrate structure was due to a mismatch of micro deformation between the coating and substrate. The micro deformations induced by different failure models were cracking, spalling, or delamination. The failure models were validated using theoretical, experimental, and digital image correlation methods. The critical stress of failure can be evaluated by measuring the biaxial stress. 相似文献
6.
钢桥面环氧沥青铺装的界面行为 总被引：2，自引：0，他引：2
通过引入一个新参数膜劲度,在部分共同作用原理的基础上,建立了描述钢桥面环氧沥青混凝土铺装复合梁在负弯矩作用下的界面行为模型,用以分析钢-环氧沥青混凝土之间的界面滑移与应变.推导了弹性工作状态下复合梁的界面滑移与应变的表达式,编制了数值计算程序并用2根复合梁进行了校核.然后采用该程序分析了界面滑移与应变沿复合梁纵向的分布特征,以及铺装层中的最大拉应力、层间剪应力对材料参数的敏感性.结果表明,界面效应削弱了钢桥面铺装复合梁的整体抗弯刚度;中低温条件下,采用劲度更大的粘结层材料有利于改善沥青铺装层的受力;粘结层的损伤累积将加剧沥青铺装层的破坏. 相似文献
7.
钢筋保护层厚度对钢筋混凝土梁力学性能的影响 总被引：1，自引：0，他引：1
应用材料破坏分析软件MFPA2D（Material Failure Process Analysis）系统,模拟了钢筋混凝土材料在4点弯曲状态下的破坏过程,重点研究了钢筋保护层厚度对钢筋混凝土梁力学性能的影响。研究结果表明,一味地增加保护层的厚度会使梁的截面有效高度减小,从而使构件的承载能力下降。所以要选择适当的保护层厚度,使构件能最好地发挥它的性能。一般情况下钢筋保护层厚度在90mm以内都是比较合理的,但在此前提下仍需要根据相关标准及规范来确定。 相似文献
8.
简要介绍了真实破裂过程分析软件系统(RFPA)和多物理场耦合数值模拟软件系统(COMSOL Mul-tiphysics),并分别运用这两个软件系统对受拉应力作用下带孔平板试件和共心圆轴试件在热应力作用下的受力变形特征进行了数值模拟对比分析,指出真实破裂过程分析软件系统的特色在于对材料破坏过程的分析处理,而多物理场耦合数值模拟软件系统的特色在于对于复杂多场耦合问题的求解,将这两种软件系统各自的特色特点结合起来应用于材料破坏过程中的多场耦合问题分析是以后应当努力发展的方向. 相似文献
9.
采用有限元法分析铝金属空心球型闭孔泡沫材料的动态力学性能,研究了冲击速度、相对密度、基体材料的应变强化以及功能梯度对泡沫材料的平台应力和密实化应变能的影响。结果表明：泡沫材料的平台应力和密实化应变能均随着冲击速度、相对密度和应变强化的增加而增强;功能梯度模型在能量吸收方面表现出明显的优越性,即密度最大的一层作为冲击端、密度最小的一层作为固定端的梯度配置泡沫模型的能量吸收最大。 相似文献
10.
Shear failure in panel zones and plastic hinges in steel beams are the two major failure modes of connections between concrete-filled steel tubular(CFST) columns and steel beams. To investigate the behavior of this type of connection in both modes,two through-diaphragm connections were tested under cyclic and monotonic loadings and the load-carrying capacity,ductility,and strength of degradation of connections were discussed. Using ABAQUS software,we developed nonlinear finite-element models(FEMs) to simulate the load-carrying capacity and failure modes of the connections under monotonic loading. The finite-element(FE) analysis and test results showed reasonable agreement for the through-diaphragm connections,which confirms the accuracy of FEMs in predicting the load-carrying capacity and failure modes of connections. Based on the validated FEM,a parametric study was then conducted to investigate the infl uence of the thicknesses of the tube and diaphragm on the load-carrying capacity and failure modes of these connections. The results indicate that the strength,stiff ness,and load-carrying capacity are infl uenced less by the thickness of the diaphragm,and more by the thickness of the steel tube. According to the FE analysis results,it can be found that the critical condition between the two failure modes is determined by the shear resistance and bending resistance. 相似文献
11.
Terrorist attacks using improvised explosive devices (IED) can result in unreinforced ma-sonry (URM) wall collapse. Protecting URM wall from IED attack is very complicated. An effective solution to mitigate blast effects on URM wall is to retrofit URM walls with metallic foam sheets to absorb blast energy. However, mitigation of blast effects on metallic foam protected URM walls is currently in their infancy in the world. In this paper, numerical models are used to simulate the per-formance of aluminum foam protected URM walls subjected to blast loads. A distinctive model, in which mortar and brick units of masonry are discritized individually, is used to model the perform-ance of masonry and the contact between the masonry and steel face-sheet of aluminum foam is modelled using the interface element model. The aluminum foam is modelled by a nonlinear elas-toplastic material model. The material models for masonry, aluminum foam and interface are then coded into a finite element program LS-DYNA3D to perform the numerical calculations of response and damage of aluminum foam protected URM walls under airblast loads. Discussion is made on the effectiveness of the aluminum foam protected system for URM wall against blast loads. 相似文献
12.
Terrorist attacks using improvised explosive devices (lED) can result in unreinforced masonry (URM) wall collapse.Protecting URM wall from lED attack is very complicated.An effective solution to mitigate blast effects on URM wall is to retrofit URM walls with metallic foam sheets to absorb blast energy.However,mitigation of blast effects on metallic foam protected URM walls is currently in their infancy in the world.In this palaer,numerical models are used to simulate the performance of aluminum foam protected URM walls subjected to blast loads.A distinctive model,in which mortar and brick units of masonry are discritized individually,is used to model the performance of masonry and the contact between the masonry and steel face-sheet of aluminum foam is modelled using the interface element model.The aluminum foam is modelled by a nonlinear elastoplastic material model.The material models for masonry,aluminum foam and interface are then coded into a finite element program LS-DYNA3D to perform the numerical calculations of response and damage of aluminum foam protected URM walls under airblast loads.Discussion is made on the effectiveness of the aluminum foam protected system for URM wall against blast loads. 相似文献
13.
钢板在精轧时开裂,采用金相显微镜和电子探针对开裂钢板进行了观察和分析。结果表明开裂钢板的板厚中心区域存在Mn等元素偏析并观察到较多聚集分布的夹杂物和严重的马氏体偏析条带;分析认为Mn等元素偏析导致马氏体和聚集分布的夹杂物的产生,而马氏体相变属于非扩散型相变,相变时发生较大的体积膨胀,产生较大的内应力,同时夹杂物的存在为裂纹的产生提供裂纹源,二者共同作用导致裂纹产生并扩展至开裂。 相似文献
14.
The explosion inside tunnel would generate blast wave which transmits through the longitudinal tunnel. Because of the close-in effects of the tunnel and the reflection by the confining tunnel structure, blast wave propagation inside tunnel is distinguished from that in air. When the explosion happens inside tunnel, the overpressure peak is higher than that of explosion happening in air. The continuance time of the blast wave also becomes longer. With the help of the numerical simulation finite element software LS-DYNA, a three-dimensional nonlinear dynamic simulation analysis for an explosion experiment inside tunnel was carried out. LS-DYNA is a fully integrated analysis program specifically designed for nonlinear dynamics and large strain problems. Compared with the experimental results, the simulation results have made the material parameters of numerical simulation model available. By using the model and the same material parameters, many results were adopted by calculating the model under different TNT explosion dynamites. Then the method of dimensional analysis was used for the simulation results. As overpressures of the explosion blast wave are the governing factor in the tunnel responses, a formula for the explosion blast wave over-pressure at a certain distance from the detonation center point inside the tunnel was derived by using the dimensional analysis theory. By comparing the results computed by the formula with experimental results which were obtained before, the formula was proved to be very applicable at some instance. The research may be helpful to estimate rapidly the effect of internal explosion of tunnel on the structure. 相似文献
15.
用平板刚性拘束裂纹试验（ＰＲＲＣ）研究了４种国产低合金高强钢焊接冷裂敏感性，探讨了焊接接头扩散氢含量、焊接线能量、局部预热温度、拘束度的大小及局部预热产生附加应力等对钢材冷裂纹敏感性的影响。建立了国产低合金高强钢的临界冷却时间判据ｔｃｒ。实验表明此判据可靠，可用于评定现行焊接工艺条件下是否产生冷裂纹及确定合理的焊接工艺。 相似文献
16.
This paper discusses the collapse mode of thin reinforced concrete (RC) plates subjected to blast load.To extend the well known plastic-mode method to analyze,not only perfectplastic plates,but also RC plates,it is needed to investigate the effect of material cracking on the collapse mode because the plate might have been cracked on both upper and lower surface before the plastic-mode fully develops,creating an unexpected type of collapse mode shape.A new failure mode is proposed and verified by numerical analysis in this paper.The new mode is a result of the material cracking and has an un-negligible effect on the reaction mechanism of the RC plate to the blast load. 相似文献
17.
伍伟 《福建工程学院学报》2007,5(3):240-242
通过静压法和锤击法穿越不同厚度的粗粒土夹层能力的比较,证明了锤击 PHC 管桩应用于需穿透厚度小于 6m 圆砾类夹层的桩基工程的优越性. 相似文献
18.
马建英 《江苏广播电视大学学报》2008,19(1):83-87
软权力和硬权力都是国家综合国力的重要组成部分。软权力有着不同于硬权力的构成要素及特性。软权力在国际关系中的作用与日俱增而越来越受到各国的重视,如果一国过分重“硬”而轻“软”,则会损害本国的国家利益,危及对外政策目标,最终不利于国家崛起。国家的成功崛起依赖于软、硬权力之合力。 相似文献
19.
基于动理论Vlasov-Poisson方程,建立了超短脉冲激光引起的SiO2材料表面库仑爆炸烧蚀机理的理论模型,计算了在多光子吸收与雪崩2种电离机制下材料中自由电子的非平衡态分布,并在此基础上定量分析了自洽电场导致的材料表面库仑爆炸的机理及激光参数对材料表面烧蚀的影响.结果表明,在飞秒激光作用下自由电子弛豫时间不是常数... 相似文献
20.
为了解高温气候条件下重载水泥混凝土路面结构受力特征,本文以福建省高温气候条件与重载交通特性为研究实体,采用三维有限元程序EverFE2.24计算高温气候下重载交通对路面的影响.研究结果表明,高温气候下重载交通对水泥混凝土路面造成的不利影响,降低了路面寿命.各参数对面板的受力敏感性分析结果表明,增加面板的厚度、提高地基刚度及设置传力杆,均能有效改善面板的受力性能,其中增加面板厚度带来的受力性能改善的效果最显著.此外,增大基层厚度,在减少了车辆荷载应力的同时,也增大了面板的温度应力,因此对于改善面板受力特性不一定有效. 相似文献