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1.
Su Haeng Hur Jaehyeok Doh Yeongmin Yoo Sang‐Woo Kim Jongsoo Lee 《Fatigue & Fracture of Engineering Materials & Structures》2020,43(8):1784-1799
In this study, to evaluate the chemical and mechanical properties of polypropylene (PP), activation‐energy and tensile tests were performed at room temperature (25°C) on pure PP and PP reinforced with glass fibre (GF). To improve the prediction accuracy of the fatigue life, three models based on the calibration of the Zhurkov model were proposed: a regression model, modified strain‐rate model and lethargy coefficient‐based model. Based on the experimental data analysis and statistical assessment results, we proposed a modified strain‐rate model that satisfies the dependency of the physical parameters and is congruent with the predicted fatigue life data. The experimental data and modified strain‐rate model were compared with the direct cyclic analysis results. The tendency of the frequency factor as a correction parameter in the modified strain‐rate model corresponded to the experimental activation energy and the increasing GF content. 相似文献
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B楞瓦楞纸板本构模型及其应用 总被引:2,自引:2,他引:0
瓦楞纸板因其可降解及优良的缓冲性能,常用于运输包装中。用万能试验机得到了B楞瓦楞纸板的静态应力-应变曲线,再用最小二乘法拟合出了此纸板的静态本构关系。然后,根据所拟合的曲线,计算出了B楞瓦楞纸板的缓冲系数-最大应力曲线。最后,给出了一个B楞瓦楞纸板的承载算例。 相似文献
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目的通过一系列的实验,研究预压对瓦楞纸板蠕变特性的影响,从而得到瓦楞纸板的蠕变曲线。方法通过对瓦楞纸板进行3种恒定载荷、4种不同预压处理条件下的蠕变特性研究实验,得出其蠕变曲线,并分别进行比较,分析预压对瓦楞纸板蠕变特性的影响。结果预压对瓦楞纸板的蠕变都有显著的影响,在不同的预压下,A瓦楞纸板和BC型双瓦楞纸板的蠕变量都是有所不同的。结论瓦楞纸板的蠕变会随着预压的增加而增大。 相似文献
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The study shows the models defining the relationship between the fatigue life and the stress amplitude. The first models have been developed at the beginning of the 20th century; however, new models are still being developed. The author decided to compare the most commonly used model, ie, a linear regression model and the two models discussed in ISO‐12107. The comparison also included some recently developed models, ie, Stromeyer, Bastenaire, Castillo et al., Kohout and Vechet, Leonetti et al., and Pasual and Meeker model, including its modified version. The fatigue data for S355 J2 + C and AISI 1045 steel were used for the comparison. The best estimate of the fatigue life was obtained by using the modified Pasual and Meeker model. 相似文献
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湿度对瓦楞纸板蠕变特性的影响 总被引:1,自引:1,他引:0
目的通过一系列试验来研究湿度对瓦楞纸板蠕变特性的影响,从而得出瓦楞纸板的蠕变曲线。方法通过对瓦楞纸板进行3种恒定载荷,3种不同湿度处理条件下的蠕变特性研究试验,得出其蠕变曲线,并分别进行研究比较,分析湿度对瓦楞纸板蠕变特性的影响。结果湿度对瓦楞纸板的蠕变都有显著影响。结论瓦楞纸板的蠕变会随着湿度的增加而增大。 相似文献
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X. QIAN S. SWADDIWUDHIPONG C. T. NGUYEN Y. PETCHDEMANEENGAM P. MARSHALL Z. OU 《Fatigue & Fracture of Engineering Materials & Structures》2013,36(5):427-438
This paper examines the overloading effect on the fatigue crack propagations monitored in a large‐scale tubular X‐joint specimen under two separate cyclic tests. The first cyclic test applies a constant‐amplitude brace in‐plane bending to the joint, with a single cycle of 150% overload before the crack depth reaches the mid‐thickness of the chord. The second fatigue test applies two batches of cyclic loads, with the amplitude of the second batch at 66% of the former. The X‐joint specimen experiences a 150% overload cycle during the first batch of loading, followed by the second batch after it has recovered from the overload effect. The experimental results reveal that deep surface cracks experience more significant overload retardation than does a shallow fatigue crack. The Paris law estimation indicates that the single overload cycle applied in the first specimen leads to a 7% increase in the fatigue life of the X‐joint. 相似文献
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N.D. Adasooriya T. Hemmingsen D. Pavlou 《Fatigue & Fracture of Engineering Materials & Structures》2020,43(6):1199-1213
A formula for stress‐life curve is proposed to predict the fatigue life of riveted bridges located in corrosive environments. The corrosive environment‐dependent parameters of the S‐N curve are determined based on the corrosion fatigue testing results of different types of steel specimens in air, fresh water, and seawater. Eurocode detail category 71 and UK WI‐rivet detail category represent the fatigue strength of riveted members. The proposed S‐N curve formula is compared with full‐scale fatigue test results of riveted joints, plate girders, and truss girders, which were tested in a corrosive environment. Thus, the validity of the formula is confirmed. The formula does not require any material parameter other than the code‐given fatigue curve of riveted details. The fatigue life of a riveted railway bridge is estimated by using the proposed formula, and the results are compared with conventional approaches. The applicability and significance of the proposed curve are confirmed. 相似文献
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Guangwu Yang Chengjian Che Bing Yang Tao Zhu Feng Wang Jujin Wang 《Fatigue & Fracture of Engineering Materials & Structures》2019,42(10):2207-2219
In engineering, △F‐N curves are usually used to predict the fatigue life of ring welding, which is time‐consuming, laborious, and not universal. To improve the above inadequacies, an S‐N curve for evaluating the fatigue life of the ring welded specimen is proposed. The fatigue life of ring welded specimens with different materials, plate thicknesses, and hole diameters is obtained by tensile and shear fatigue tests. Shell elements, CBar beam elements (a kind of beam element in Nastran that can simulate bending), and rigid elements are used to establish the finite element model of ring welding. The stress of the ring welding structure under tensile shear load is calculated according to the structural stress method. The stress range △ σs of the welding core is taken as the longitudinal coordinate and the experimental life N as the horizontal coordinate, using two‐parameter log‐log model and the least square method of the fatigue data for linear fitting to obtain the S‐N curve equation of fatigue life evaluation. Most of the data are located within five times of the life span, which proves that the predicted life is close to the actual life of the test, and it can provide a certain reference for design and life prediction of the ring welding structures. 相似文献
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J. C. PANG S. X. LI Z. F. ZHANG 《Fatigue & Fracture of Engineering Materials & Structures》2013,36(2):168-176
The high‐cycle fatigue and fracture behaviours of Cu‐Be alloy with tensile strength ranging from 500 to 1300 MPa acquired by different treatments were studied. Fatigue crack initiation, fracture surface morphologies, S‐N curves and fatigue strength show obvious differences due to the change of microstructure. At relatively low‐strength level, some fatigue cracks originated from defects; while at high‐strength level, all the fatigue cracks initiated from cleavage facets. It was found that the fatigue ratio increases linearly and fatigue strength changes quadratically with increasing tensile strength, only considering one strengthening mechanism. Finally, the fatigue strengths of various Cu‐Be alloys were summarized. 相似文献
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Susong Yang Weiping Hu Qingchun Meng Boyu Zhao 《Fatigue & Fracture of Engineering Materials & Structures》2020,43(2):387-402
In this study, we propose a new two‐scale fatigue model based on continuum damage mechanics. A representative volume element (RVE) consisting of microinclusions and a matrix is constructed. Further, damage‐coupled constitutive equations are derived. The degradation in the mechanical properties of the RVE is determined by the damaged inclusions and matrix using the Mori‐Tanaka scheme. A numerical calculation of the fatigue lives of notched specimens is executed. This new model predicts high‐cycle fatigue (HCF) life more effectively, considering the two‐segment characteristic of S‐N curves of smooth specimens. This study provides novel insights into the evolution mechanism of HCF damage. 相似文献
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N.D. Adasooriya D. Pavlou T. Hemmingsen 《Fatigue & Fracture of Engineering Materials & Structures》2020,43(4):721-733
A formula is proposed to predict fatigue strength of corroded members and joints of steel structures. The concept of the formula is first studied from recently identified mechanism of corrosion fatigue. Hence, the corresponding fatigue strength curve (i.e. S‐N curve) of corroded steel is presented. It is further improved to derive linear, bilinear or trilinear S‐N curve for corroded constructional details of steel structures. The parameters of the corroded steel S‐N curve are determined based on the corrosion fatigue testing results of different types of steel specimens in air, fresh water and seawater. Hence, the parameters for the derived S‐N curve of corroded constructional details are predicted based on the above parameters and tabulated for the detail categories given in the Eurocode and DNVGL code. The proposed S‐N curve formula is compared with full‐scale fatigue test results of several constructional details, and the validity of the formula is confirmed. 相似文献
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R.M. Portalés M. del Mar Bochons Sania J. Klemenc 《Fatigue & Fracture of Engineering Materials & Structures》2018,41(8):1662-1673
An innovative approach for predicting the reliability of a structure that is subject to a variable‐amplitude dynamic load is presented. In this approach, a Gassner durability curve with its scatter is modelled using a 2‐parametric Weibull's probability density function (PDF). The trend of the Gassner durability curve is modelled with a general hyperbola equation in a log‐log scale. The hyperbola equation is applied to represent the durability curve for the 63.2% probability of fatigue failure that describes the dependency of the Weibull's scale parameter on the loading spectrum's maximum stress. Equations are derived to link the parameters of the hyperbola curve to the material's S‐N curve and the loading spectrum. The Weibull's shape parameter is estimated from the scatter of the material's S‐N curve. The proposed Gassner‐curve model is applied to calculate the fatigue reliability from the PDF of the loading spectrum's maximum stress and the PDF of the durability‐curve's amplitude stress for the selected number of loading‐cycles‐to‐failure. 相似文献
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目的 研究了不同厚度的瓦楞纸板受到纵向压缩时的变形模式,以及对应模式的平台应力理论模型和变化趋势.方法 对不同厚度的瓦楞纸板进行纵向准静态压缩,模拟实际运输中瓦楞纸板受到压缩时的变形情况,建立不同厚度的瓦楞纸板平台应力理论模型,根据试验数据对平台应力进行评估.结果 不同厚度的瓦楞纸板受到静态压缩时,产生了3种不同的变形,包括面纸和芯纸不分离,面纸和芯纸部分分离,面纸和芯纸完全分离.发现对于不同的变形,瓦楞纸板的平台应力变化较为明显,且随着瓦楞纸板厚度的增加,分离情况变多,平台应力的降低较为明显.结论 厚度增大会使瓦楞纸板产生变形使得平台应力下降,因此建立不同厚度的瓦楞纸板平台应力理论模型对瓦楞纸板的力学性能进行评估,这对瓦楞纸板缓冲材料尺寸选择,以及瓦楞纸箱的设计等有一定的指导意义. 相似文献
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A study of high frequency fatigue in carbon-fiber reinforced composites has been undertaken. A comparison has been made between the fatigue behavior of crossply (0° / 90°) and angleply (± 45°) carbon/epoxy unnotched and notched laminates. Additionally, a micromechanical analysis of fracture surfaces performed by scanning electron microscopy was carried out to evaluate the micromechanisms that occurred during fatigue. Experimental observations indicate that fatigue damage consists of a combination of matrix cracks, longitudinal splitting, fiber fracture, and delamination. In order to minimize the effects of residual strain due to temperature rise, a method is proposed for determining real fatigue strength at the level of variable load not lower than the fatigue limit, at which residual strains are minimal. 相似文献
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目的 以酶改性玉米淀粉为施胶剂,对箱纸板和瓦楞纸板进行表面施胶,研究其对纸板物理性能的影响.方法 使用中温淀粉酶改性玉米淀粉,测试其粘度变化;然后将酶改性淀粉施胶于箱纸板和瓦楞纸板表面,测试箱纸板的挺度、环压强度、耐破度、耐折度、抗张强度以及瓦楞纸板的边压强度和耐破度,探索酶改性玉米淀粉对箱纸板和瓦楞纸板表面施胶的最佳用量.结果 使用2.5μL淀粉酶改性质量分数为10%的玉米淀粉后,将其施胶于箱纸板表面,此时箱纸板的物理性能最优.与空白样相比,箱纸板的横向挺度提高了380%,纵向挺度提高了464%,环压强度提高了53.2%,纵向抗张强度提高了10.6%,横向抗张强度提高了9.6%,箱纸板的耐破度变化不大,耐折度降低;经2μL淀粉酶改性质量分数为10%的玉米淀粉后,将其施胶于瓦楞纸板表面,其边压强度提升最多;与空白样相比,边压强度提高了45.5%.结论 酶改性玉米淀粉的制作工艺简单,为制备高性能纸板提供了参考依据. 相似文献
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通过对瓦楞纸板结构的疲劳振动试验,对瓦楞纸板结构的疲劳性能进行初步探讨,获得了在一定频率条件下,施加不同载荷时瓦楞纸板结构的疲劳寿命,给出了相应的S-N曲线,提出了瓦楞纸板结构疲劳损伤数学模型。 相似文献
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纸质结构型包装材料缓冲性能研究进展 总被引:9,自引:0,他引:9
综述了国内外瓦楞纸板、蜂窝纸板和纸浆模塑制品等纸质结构型缓冲包装材料结构缓冲的研究现状,并分别总结了上述材料国内外的研究侧重点:国内的研究多处于对现有材料的试验阶段;而国外则侧重于用力学理论基础知识来解释这些材料的力学性能,并用有限元软件对其力学模型进行仿真,该研究结果对于不同材质的结构型材料具有一定的普适性.在此基础上得出开发新型结构型材料,寻求普适性的缓冲性能表征方法是下一步研究的方向. 相似文献