Modeling Tensile Tests of a Braided Parachute Suspension Line using a Mesomechanical Finite Element Model

2020 ◽  
Author(s):  
Catherine P. Barry ◽  
Bradford G. Olson ◽  
Keith Bergeron ◽  
David J. Willis ◽  
James A. Sherwood
2021 ◽  
Author(s):  
Zhi-min Liu ◽  
Pan Zhang ◽  
xiaoli liu ◽  
ming zhang ◽  
qiang ma ◽  
...  

Abstract Ultra-high strength steel (UHSS) pre-notched sections are getting growing popularity in the automotive industry with the development of automotive lightweight. However, the springback of UHSS products is large, and the existence of holes also has an effect on the springback. Accurate prediction of springback of UHSS pre-notched products in cold roll forming ( CRF ) is a key issue to be solved. In this paper, the effect of holes on the springback of UHSS in CRF is discussed by simulation and experiment. The finite element model of pre-notched car threshold was constructed, and its accuracy was validated by continuous CRF experiment. The mathematical model of variable elastic modulus determined by tensile tests of martensite (MS) 1300 was applied in finite element model. The accuracy of springback was improved by 15% in the hole region by using variable elastic modulus . Several forming schemes were designed to research the effect of different features on the springback in the hole region. The results show that the existence of holes reduces the springback and the effect is different at different positions of the car threshold. The springback in the hole region decreases with the increase of the number of stands, the strip thickness and the hole diameter, and with the decrease of the distance between stands and the distance between holes. This study provides a help for reducing the influence of holes on the springback and improving the forming precision of pre-notched sections in the actual production of CRF.


2007 ◽  
Vol 546-549 ◽  
pp. 1591-1596
Author(s):  
Wei Feng Dong ◽  
Yong Li ◽  
Jun Xiao

As for 2.5-D layer-to-layer angle interlock braided composites, the cross section of the warp tow was represented in double-convex lens form, and the center line of the warp tow was along the sinusoid. The arranging characteristic of weft tow fibers along the cross section outline of the longitude fibers was studied in detail. A novel finite element model for 2.5-D braided composites was established to predict elastic modulus. The finite element software ANSYS was adopted to study the mechanical properties of the model and presented its stress nephogram, and the influence of the braided structure parameters on the elastic modulus of this material was analyzed in detail. To validate this model, qualified experimental samples were made by VARTM technique, and then tensile tests were performed to determine the mechanical properties. The results show that the conclusions of finite element method (FEM) fit well with the experimental values, and this model can be used to predict effectively the macro modulus of 2.5-D braided composites.


2015 ◽  
Author(s):  
Δωροθέα Σέτσικα

Corrosion damage accumulation represents a major threat for the structuralintegrity of metallic aircraft structures and moreover has a strong effect on the loadbearing capacity of aging aircraft structures. Corrosion damage is evaluated bymeans of metallographic features such as pitting density, depth and shape of pits,onset of exfoliation, etc. For the case of static loading, corrosion damage is usuallyaccounted through reducing the metal thickness by the depth of corrosion attackand then calculating the corresponding stress increase. For the case of fatigue,corrosion pits are considered as possible onsets for fatigue cracks.The aim of the present PhD thesis is to contribute to establish a link betweenthe metallographic features of corrosion damage and the degradation of themechanical properties of a corroded material. Towards this objective, amethodology is developed which allows the numerical simulation of the tensilebehavior of the corroded material based on the metallographic features of thecorrosion damage. The present work is divided in two parts: a) the experimentalinvestigation and b) the numerical analysis.The experimental part includes an extensive metallographic investigation ofthe occurring corrosion damage. Moreover, tensile tests were performed on the precorrodedmaterial which was exposed to the corrosive solution for several exposureperiods. Finally, an examination of the fracture surfaces for the identification of thephysical mechanisms of the damage has also been conducted. The main conclusionextracted from the metallographic procedure is that corrosion damage evolves frompitting to exfoliation progressively. The tensile tests performed on the pre corrodedmaterial revealed a moderate reduction concerning the tensile strength but asignificant degradation of the tensile ductility even after short exposure periods.The examination of the fracture surfaces revealed the presence of quasi-cleavagezones beneath the depth of corrosion attack. The formation of these zones has been attributed by previous investigations to hydrogen diffusion and trapping into thecorroded material during the corrosion process.The simulation procedure involves the development of a multi scale finiteelement model. The corrosion damage has been accounted for by introducing 3DRepresentative Unit Cells (RUCs) developed in the micro scale, with geometricalcharacteristics obtained by the metallographic analysis data of the corrodedmaterial. The degradation of the Representative Unit Cell’s mechanical propertiesdue to the presence of the damage has been recorded. A 3D Finite Element model ofa tensile specimen has been developed. This model has been used to simulate thetensile behavior of the corroded material, by including elements with degradedproperties extracted from the RUC analysis. For the different exposure times RUCswith different geometrical characteristics were used so as to account for theevolving corrosion damage. The simulation results correlate well with therespective tensile behavior of the alloy obtained by the mechanical tests. As far astensile ductility is concerned a significant deviation was observed, due to the factthat the finite element model does not account for the embrittlement of the materialdue to hydrogen absorption.The developed methodology represents a step towards the establishment ofa link between the metallographic features of the corrosion damage and the residualmechanical properties of the material, and thus the more reliable estimation of theresidual strength of the corroded aircraft structures.


2011 ◽  
Vol 138-139 ◽  
pp. 816-820 ◽  
Author(s):  
Pang Jo Chun ◽  
Daichi Yoshii ◽  
J.M.R.S. Appuhamy ◽  
Mitao Ohga

We report the tensile behavior of corroded steel plates with huge corrosion pit. The behavior of corroded steel plates is not easy to predict because of its surface roughness. We therefore conducted tensile tests first to understand the behavior experimentally using the corroded steel plates taken from plate girder bridge. Before the testing, a 3D laser prove system was employed to measure the surface irregularity. In addition, finite element model was developed here to predict the behavior numerically. The model was validated by the tensile test results so that the finite element model can be reliably used for the parametric study. It is found from the parametric study that the location of huge corrosion pit affects the tensile strength, at most 15%.


1989 ◽  
Vol 17 (4) ◽  
pp. 305-325 ◽  
Author(s):  
N. T. Tseng ◽  
R. G. Pelle ◽  
J. P. Chang

Abstract A finite element model was developed to simulate the tire-rim interface. Elastomers were modeled by nonlinear incompressible elements, whereas plies were simulated by cord-rubber composite elements. Gap elements were used to simulate the opening between tire and rim at zero inflation pressure. This opening closed when the inflation pressure was increased gradually. The predicted distribution of contact pressure at the tire-rim interface agreed very well with the available experimental measurements. Several variations of the tire-rim interference fit were analyzed.


1996 ◽  
Vol 24 (4) ◽  
pp. 339-348 ◽  
Author(s):  
R. M. V. Pidaparti

Abstract A three-dimensional (3D) beam finite element model was developed to investigate the torsional stiffness of a twisted steel-reinforced cord-rubber belt structure. The present 3D beam element takes into account the coupled extension, bending, and twisting deformations characteristic of the complex behavior of cord-rubber composite structures. The extension-twisting coupling due to the twisted nature of the cords was also considered in the finite element model. The results of torsional stiffness obtained from the finite element analysis for twisted cords and the two-ply steel cord-rubber belt structure are compared to the experimental data and other alternate solutions available in the literature. The effects of cord orientation, anisotropy, and rubber core surrounding the twisted cords on the torsional stiffness properties are presented and discussed.


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