基于ANSYS的组合管式反应塔的模态分析

对结构和所受载荷都非常复杂的某大型组合管式反应塔建立了有限元模型.采用Lanczos算法对组合管式反应塔进行模态分析,得到其固有频率,从而可以计算反应塔对风载荷和地震载荷的动态响应.     

玻璃钢锚杆受偏心载荷作用试验研究

玻璃钢锚杆作为煤帮支护的理想材料,由于施工等原因经常受到偏心载荷作用,理论分析表明偏心载荷作用是煤帮锚杆极为不利的受力状态.本文首次采用试验的方法,模拟了玻璃钢锚杆受偏心载荷作用,设计了偏心载荷实验,与正常受力情况进行了对比研究.试验结果表明,玻璃钢锚杆尾部受偏心载荷作用,其最大抗拉拔力及延伸性能都大幅度降低.     

受外加集中载荷的双鞍座卧式容器的设计

通过对受集中载荷的卧式容器进行受力分析,结合材料力学及有关规范,分析该情况下的卧式容器的受力情况,从而推导出其计算过程和方法.并通过实例对外加集中载荷的影响进行了分析.     

罐式集装箱惯性载荷加载方式的有限元分析

以ICC型罐式集装箱为例,建立有限元分析模型,分别将介质惯性力处理为静载荷和动载荷,采用等效质量法、平均压强法和冲击载荷法计算其强度,并进行分析比较.结果表明,对罐体本身而言3种不同方式加载的应力强度差别较大,而对于罐式集装箱的框架,前两种加载方式得到的结果相近,冲击载荷法加载得到的应力强度显著增大.     

聚丙烯等通道转角挤压加工中挤压载荷变化规律的实验研究

对聚丙烯(PP)进行等通道转角挤压(ECAE)加工,利用电子万能试验机获得:PP在不同挤压工艺参数下的挤压载荷一行程曲线,根据其宏观剪切变形情况,分析了在ECAE加工过程中挤压载荷的变化规律;并分析了挤压工艺参数对PP屈服载荷的影响.结果表明:在ECAE加工中挤压载荷分为压缩弹性变形引起的载荷增加,形成塑性剪切带引起的载荷快速增加,持续的剪切塑性变形引起的载荷基本稳定3个阶段;在挤压工艺参数中挤压温度对挤压载荷-行程曲线影响显著,在同一挤压速度下,屈服载荷随着挤压温度的升高而显著降低.     

不同炸药的爆炸载荷对目标靶板作用的数值模拟

为研究爆炸载荷结构与目标响应的关系,对钝化RDX和含铝炸药DHL进行了静爆试验,获得了作用在目标靶板上的超压、冲量的实测数据,并与TNT静爆试验结果进行了对比.以实测RDX和DHL的超压曲线作为初始参数,通过数值模拟研究了目标靶板在不同爆炸载荷作用下的动力学响应.结果表明,在钝化RDX和DHL爆炸载荷的作用下,目标板中心处的初始等效应力、位移几乎相同;目标板初期的动力学响应与爆炸载荷的强度有关,载荷越强目标的应力越大;而目标板的主体响应是由载荷强度和冲量共同影响的.     

碳纤维增强尼龙复合材料的摩擦学性能

根据碱催化阴离子聚合原理制备了连续碳纤维增强单体浇铸(MC)尼龙复合材料(CCF/MCPA).主要研究了CCF/MCPA复合材料的摩擦学性能和磨损机制.CCF/MCPA复合材料的摩擦系数随着载荷的增加呈现先升后降的态势,磨损率随着载荷的增加而增大.其磨损机制主要表现为粘着磨损和碳纤维的破碎和磨平的特征.     

微珠陶瓷材料的摩擦磨损性能

由高温摩擦磨损试验研究了复合莫来石(22.6%硅酸锆,75%莫来石,2.4%碳酸钙,质量分数)、硅酸锆和氧化铝3种陶瓷微珠材料在干摩擦和水润滑条件下的摩擦磨损性能,并对其磨损机理进行了分析.结果表明:3种材料的磨损均随着负荷的增加而加剧;在同等载荷下,水润滑条件相对于干摩擦,复合莫来石和硅酸锆的磨损都有所降低,氧化铝磨损反而加剧.在低载荷下,微珠磨损机理主要是塑性变形和微裂纹,在较高载荷下,主要磨损机理是脆性剥落和磨粒磨损.     

疲劳/蠕变交互作用下塑木复合材料的断裂损伤

塑木复合材料在动态载荷作用下，其断裂损伤并非纯疲劳或纯蠕变作用的结果。利用交变载荷的试验方法，研究了在疲劳／蠕变交互作用下塑木复合材料的断裂损伤行为。结果表明，在交变载荷为破坏载荷的80％和60％时，其疲劳／蠕变断裂曲线为三段式曲线，即瞬时弹性变形阶段、延迟弹性变形阶段和加速断裂阶段；在交变载荷为破坏载荷的40％时，38h内其疲劳／蠕变曲线为两段式曲线。随着最大载荷保持时间的增加，塑木复合材料进入延迟弹性变形阶段越晚，弯曲挠度增加越快，断裂寿命降低。     

力和介质共同作用对环氧胶接接头老化行为的影响

为了考察外加载荷和介质共同作用对环氧胶接接头老化寿命的影响,在常温条件下将环氧胶接接头浸泡在不同介质中,然后固定在拉力机上分别施加500N、1000N、2000N的外加载荷,研究了环氧胶接接头在不同大小载荷和不同介质作用下的老化寿命变化规律.结果表明,所施外加载荷越大其寿命越短;在相同载荷作用下,铝合金环氧接头在介质中的失效时间顺序为:5%氯化钠溶液＜水,而对于钛合金环氧接头在介质中的失效时间顺序为:10%HCl＜10%H2SO4＜10%NaOH(wt).     

玄武岩纤维筋全再生混凝土无腹筋梁受剪性能试验研究

通过4根玄武岩纤维筋与4根钢筋再生混凝土无腹筋梁的受剪试验,研究采用100%粗骨料取代率的再生混凝土梁的裂缝开展、破坏等情况;分析不同纵筋类型下,剪跨比、纵向配筋率和混凝土抗压强度对梁开裂荷载、极限承载力和跨中挠度变化的影响。比较中国规范(GB 50608—2010)、美国规范(ACI 440.1R-06)、加拿大规范(CSA.S 806-12)中规定的计算方法对玄武岩纤维筋再生混凝土梁受剪承载力的适用性。研究结果表明:钢筋再生混凝土梁的受力性能类似于传统的钢筋混凝土梁,而玄武岩纤维筋再生混凝土梁在荷载作用下,裂缝扩展较快且宽度更大;中国规范(GB 50608—2010)对试验梁抗剪承载力的计算值过于保守,美国规范(ACI 440.1R-06)最为接近,加拿大规范(CSA.S 806-12)次之。     

Nonlinear vibration and modal analysis of FG nanocomposite sandwich beams reinforced by aggregated CNTs

In the present work, by considering the aggregation effect of single‐walled carbon nanotubes (SWCNT), the nonlinear vibration of functionally graded (FG) nanocomposite sandwich Timoshenko beams resting on Pasternak foundation are presented. The material properties of the FG nanocomposite sandwich beam are estimated using the Eshelby–Mori–Tanaka approach and differential quadrature method (DQM) is used to obtain natural frequency. The nonlinear governing equations and boundary conditions are derived using the Hamilton principle and von Kármán geometric nonlinearity. The higher order nonlinear governing equations and boundary conditions are calculated using the Hamilton principle. A direct iterative method is employed to determine the nonlinear frequencies and mode shapes of the beams. It is shown that the mechanical properties and therefore vibration of functionally graded carbon nanotube reinforced (FG‐CNTR) sandwich beams are severely affected by CNTs aggregation. A detailed parametric study is carried out to investigate the influences of Winkler foundation modulus, shear elastic foundation modulus, length to span ratio, thicknesses of face sheets on the nonlinear vibration of the structure. POLYM. ENG. SCI., 59:1362–1370 2019. © 2019 Society of Plastics Engineers     

Investigation of the glass transition temperature and damping of an acrylic/epoxy bonding tape using the peak damping method

The dynamic properties of a structural tape used for adhesive bonding applications have been measured at different temperatures to determine its glass transition temperature and damping properties. For this purpose, free layer beams consisting of a base layer steel and the tape layer were vibrated using a resonant beam technique with free-free end conditions. To measure the dynamic values (elastic modulus and loss factor) of the tape, the necessary equations were derived and the frequency dependence of the beams was investigated from –55°C to +60°C. Three beams with different layers were tested. Results have shown that as the temperature increases, the elastic modulus of the tape decreases, while the loss factor of the tape increases up to 20°C and then decreases to a constant level. The results from the three beams are in agreement, showing that the glass transition temperature of the tape is about 20°C, which implies viscoelastic properties at room temperature.     

Strain‐rate and temperature effects on the deformation of polypropylene and its simulation under monotonic compression and bending

Monotonic compressive loading and bending tests are conducted for solid polypropylene (PP) under constant or time‐varying strain‐rates and temperatures of 10, 25, 40°C. The observed compressive stress‐strain responses under constant conditions have revealed that the inelastic deformation behavior is remarkably dependent on loading rates and temperatures of normal use. The examination of such inelastic behavior has indicated that the strain‐rate effects correspond with the temperature effects based on the concept of time‐temperature equivalence. The viscoplastic constitutive theory based on overstress (VBO) has successfully reproduced the experimental responses with stress‐jumping phenomena using the equivalent time. Four‐point bending tests are performed under monotonic loading and holding for PP beams at three different temperatures. The observed deformation behavior has shown that the Bernoulli‐Euler hypothesis is valid. The VBO model and beam bending theory has generated the basic equations for PP beams, showing an analogy with the uniaxial one. In the numerical analysis, the equations are transformed into nonlinear ordinary differential equations with use of Gaussian quadrature for the spatial integrals. The comparison of numerical and experimental results has suggested some modifications for actually loaded moment taking the effect of deflection and friction into consideration. Finally, the numerical calculation has simulated the experimental time‐histories of curvatures fairly well.     

Vibration and Damping Characteristics of a Beam with a Partially Sandwiched Viscoelastic Layer

The purpose of this study is to verify the vibration and damping characteristics of a partially-layered elastic-viscoelastic-elastic structure both theoretically and experimentally.

The fourth-order differential equations of motion are derived for the transverse vibration of a three-layered sandwich beam with a viscoelastic (or adhesive) core layer. The transverse displacements of the constraining layer and the base beam are assumed to have different parameters. Both the transverse normal strain and the longitudinal shear strain of the viscoelastic core layer are included in the equations of motion. The solution to the resulting equations is obtained by solving a boundary value problem.

Numerical analysis of the equations and experimental measurements is illustrated by a cantilever beam in transverse vibration.

The vibration and damping effects of completely and partially covered beams are investigated and the effect of the position changes of partial coverage is intensively analyzed.     

JAST: bonding tradition with innovation

The aim of this study is to develop a numerical procedure to simulate the flexural behaviour of carbon fibre-reinforced plastic-strengthened timber beams. Since wood exhibits complex failure modes, its behaviour can only be captured through the use of multidimensional failure criteria, a local approach based on the coupling of orthotropic elasticity and anisotropic plasticity described with the quadratic criterion of Hill is presented to model this behaviour. The theoretical and numerical aspects of the constitutive equations are presented in detail. The resolution of the resulting system of equations is carried out via a VUMAT user material, using ABAQUS/Explicit finite element code. The obtained results show that the proposed formulation can efficiently capture the global response with acceptable accuracy.     

碳/玻混杂纤维筋预应力混凝土梁抗弯性能的有限元分析

碳/玻混杂纤维增强塑料(HFRP)筋具有单一纤维筋难以企及的优点,本文在试验研究的基础上,介绍了ANSYS有限元软件在预应力HFRP筋混凝土梁非线性分析中的应用,论述了混凝土、HFRP筋的单元选择、本构关系,预应力施加等问题及建模求解的过程,得到梁的荷载-变形曲线,通过与试验数据对比验证了模型的可靠性,从而为HFRP筋混凝土的推广应用提供了一条便捷的研究方法。     

An improved four-parameter model on stress analysis of adhesive layer in plated beam

The prediction of stresses in an adhesive layer is helpful in revealing the mechanism of debonding failure in plated beams. This study proposes an improved analytical model for the stress analysis of an adhesive layer in a plated beam. The beam and the soffit plate are individually modelled as a single Timoshenko sub-beam with separate rotations, while the adhesive layer is modelled as a two-dimensional elastic continuum in plane stress, which considers different adherend-adhesive interface stresses. The internal forces of the adhesive layer are assumed to satisfy the Timoshenko beam theory, and the shear deformation and bending moment of the adhesive layer can be considered. The internal forces and displacements of the adhesive layer are fully considered in the displacement compatibility equations, and deformable interfaces are assembled so that the effect of interface stresses on local deformation is captured. Based on equilibrium equations and displacement continuity, the governing differential equations of beam forces are derived, and then the analytical solutions of interface stresses and stresses along the thickness of the adhesive layer are obtained. Comparisons of the results of the finite-element analysis and the existing four-parameter model solutions show that the present model is reasonable. The influence of adhesive thickness on stress distributions in adhesive layers is also investigated.     

钢筋碱式硫酸镁混凝土梁斜拉破坏的试验研究

碱式硫酸镁混凝土有具有快凝、早强、高抗拉强度、抗腐蚀等优点,但对其生成的梁的斜拉破坏尚缺乏研究。为了探索两种材料混凝土斜拉破坏梁力学性能差异,本文进行了碱式硫酸镁混凝土和普通混凝土梁斜拉破坏对比试验。试验结果表明,碱式硫酸镁混凝土梁在开裂荷载、极限承载力等方面具有一定优势,此外,两种材料梁的破坏模式有一定差异。对比同配筋同混凝土强度等级的普通混凝土梁,碱式硫酸镁混凝土梁开裂荷载和承载力提高20%以上,故对现行的普通混凝土梁承载力和开裂荷载计算公式进行了修正。本文对碱式硫酸镁混凝土在土木工程中的应用有一定的意义。     

改性再生混凝土梁抗弯性能试验与分析

以硅粉含量和混杂纤维含量为试验参数,将1根普通混凝土梁作为对照组,3根不同硅粉含量和2根混杂纤维不同体积含量的梁作为试验组,对改性再生混凝土梁的抗弯性能进行分析,结果表明:改性再生混凝土梁与普通再生混凝土梁的破坏过程一样都具有明显的四个阶段,而且其基本受力过程也符合平截面假定;而且随着硅粉和混杂纤维的掺入使得改性再生混凝土梁的抗弯性能增强,抗开裂和极限承载力方面优于普通再生混凝土梁;而且按照规范计算出来的正截面极限承载力与试验值基本吻合,改性再生混凝土可以按照规范进行设计,为工程实践提供了参考依据.