Characterization of the Stiffness Properties of Honeycomb Core Structures via an Homogenization Technique

2007 ◽  
Author(s):  
Davide Caprioli ◽  
Luca Guj
2003 ◽  
Vol 31 (3) ◽  
pp. 132-158 ◽  
Author(s):  
R. E. Okonieski ◽  
D. J. Moseley ◽  
K. Y. Cai

Abstract The influence of tread designs on tire performance is well known. The tire industry spends significant effort in the development process to create and refine tread patterns. Creating an aesthetic yet functional design requires characterization of the tread design using many engineering parameters such as stiffness, moments of inertia, principal angles, etc. The tread element stiffness is of particular interest because of its use to objectively determine differences between tread patterns as the designer refines the design to provide optimum levels of performance. The tread designer monitors the change in stiffness as the design evolves. Changes to the geometry involve many attributes including the number of sipes, sipe depth, sipe location, block element edge taper, nonskid depth, area net-to-gross, and so forth. In this paper, two different formulations for calculating tread element or block stiffness are reviewed and are compared to finite element results in a few cases. A few simple examples are shown demonstrating the basic functionality that is possible with a numerical method.


Proceedings ◽  
2020 ◽  
Vol 49 (1) ◽  
pp. 75 ◽  
Author(s):  
Nicola Petrone ◽  
Gianfabio Costa ◽  
Gianmario Foscan ◽  
Francesco Bettella ◽  
Gianluca Migliore ◽  
...  

Stiffness properties of running specific prostheses (RSP) for Paralympic runners are fundamental in the selection of the optimal running prosthetic foot (RPF) for sprint and jump events, depending on the athlete’s anthropometry and characteristics. RPFs are J-shaped or C-shaped, clamped to the socket or the pylon of the prosthetic leg. The aim of this work was to develop a test bench suitable for the static and dynamic characterization of a running prosthetic feet (RPF). Based on the evidence that the ground reaction force components change their relative orientation to the pylon or socket during the stance, loads were resolved in the socket reference frame and a multi-component test bench was designed and constructed. Two perpendicular actuators can apply static and dynamic loads to the foot while contacting a surrogate ground inclined at different angles. The preliminary tests show how the alignment, load combination, and ground angle can affect RPF stiffness curves.


2021 ◽  
Author(s):  
Rita de Cassia Silva ◽  
Alessandro Borges de Sousa Oliveira ◽  
Gabriel Martins Castro

Author(s):  
HOOMAN SHAHVERDI ◽  
SURESH KESHAVANARAYANA ◽  
AAKASH KOTHARE ◽  
PING TEOH ◽  
CHARLES YANG ◽  
...  

Polymers ◽  
2021 ◽  
Vol 13 (3) ◽  
pp. 342
Author(s):  
Diego Lascano ◽  
Rene Guillen-Pineda ◽  
Luis Quiles-Carrillo ◽  
Juan Ivorra-Martínez ◽  
Rafael Balart ◽  
...  

This work focuses on the manufacturing and characterization of highly environmentally friendly lightweight sandwich structures based on polylactide (PLA) honeycomb cores and PLA-flax fabric laminate skins or facings. PLA honeycombs were manufactured using PLA sheets with different thicknesses ranging from 50 to 500 μm. The PLA sheets were shaped into semi-hexagonal profiles by hot-compression molding. After this stage, the different semi-hexagonal sheets were bonded together to give hexagonal panels. The skins were manufactured by hot-compression molding by stacking two Biotex flax/PLA fabrics with 40 wt% PLA fibers. The combined use of temperature (200 °C), pressure, and time (2 min) allowed PLA fibers to melt, flow, and fully embed the flax fabrics, thus leading to thin composite laminates to be used as skins. Sandwich structures were finally obtained by bonding the PLA honeycomb core with the PLA-flax skins using an epoxy adhesive. A thin PLA nonwoven was previously attached to the external hexagonal PLA core, to promote mechanical interlock between the core and the skins. The influence of the honeycomb core thickness on the final flexural and compression properties was analyzed. The obtained results indicate that the core thickness has a great influence on the flexural properties, which increases with core thickness; nevertheless, as expected, the bonding between the PLA honeycomb core and the skins is critical. Excellent results have been obtained with 10 and 20 mm thickness honeycombs with a core shear of about 0.60 and facing bending stresses of 31–33 MPa, which can be considered as candidates for technical applications. The ultimate load to the sample weight ratio reached values of 141.5 N·g−1 for composites with 20 mm thick PLA honeycombs, which is comparable to other technical composite sandwich structures. The bonding between the core and the skins is critical as poor adhesion does not allow load transfer and, while the procedure showed in this research gives interesting results, new developments are necessary to obtain standard properties on sandwich structures.


Wood Research ◽  
2021 ◽  
Vol 66 (2) ◽  
pp. 267-276
Author(s):  
Vinicius Borges De Moura Aquino ◽  
Marcus Vinicius Pereira De Freitas ◽  
Claudia Queiroz De Vasconcelos ◽  
João Paulo Boff Almeida ◽  
Felipe Nascimento Arroyo ◽  
...  

This research aimed to characterize the wood species Goiabão (Planchonella pachycarpa), following the precepts set forth in the Brazilian standard ABNT NBR 7190, as well as to evaluate the possibility of estimating physical and mechanical properties, using the analysis of variance (ANOVA) as a function of apparent density, and also to estimate the stiffness properties as a function of the respective strength property. The physical and mechanical properties were considered adequate for the use of this wood for structural purposes, being classified in class C40. According to the results of the regression models, it is possible to estimate the tensile strength parallel to the fibers as a function of the apparent density. It was also possible to estimate the longitudinal elastic modulus in the compression parallel to the fibers as a function of the compressive strength parallel to the fibers.


2014 ◽  
Vol 117 ◽  
pp. 255-266 ◽  
Author(s):  
Rene Roy ◽  
Sung-Jun Park ◽  
Jin-Hwe Kweon ◽  
Jin-Ho Choi

Author(s):  
Mohammad Tauhiduzzaman ◽  
Seyed Morteza Sabet ◽  
Leif A. Carlsson

Single Cantilever Beam (SCB) testing was conducted on foam and honeycomb core sandwich specimens to predict the fracture toughness and bonding strength. Adhesion characteristics can also be identified between facesheet and core materials conducting SCB test on precracked specimen. Disbonding under combined tensile and shear loading may involve failure modes such as kinking and cell buckling. Modified Beam Theory (MBT) method specifies required parameters to generate a least square plot based on experimentally determined compliance and disbond length obtained during the SCB test. Interfacial fracture toughness Gc, enumerated by following recommended data reduction methodologies, required to predict minimum Gc to initiate disbond growth. Finally, experimental compliance was compared with elastic foundation stiffness compliance to verify the performance of the test. Good agreement between two compliance solutions validates the accuracy of the SCB test.


1997 ◽  
Author(s):  
David Copenhaver ◽  
Elaine Scott ◽  
Alexander Hanuska ◽  
David Copenhaver ◽  
Elaine Scott ◽  
...  

1999 ◽  
Vol 39 (4) ◽  
pp. 733-740 ◽  
Author(s):  
J. E. Shafizadeh ◽  
J. C. Seferis

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