Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Dynamic stiffness-based test systems for viscoelastic material characterization: Design considerations
Date
2012-07-24
Author
Özgen, Gökhan Osman
Batihan, Ali Cagri
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
258
views
0
downloads
Cite This
In this paper, several important design issues for viscoelastic material characterization test systems which utilize dynamic stiffness measurements are discussed. These discussions are focused on structural dynamics aspects of the design of these test systems. These test systems are used to experimentally obtain the complex modulus of viscoelastic solids such as rubber, plastics, etc. Various standards exist on dynamic stiffness-based viscoelastic material characterization test methods, which give general guidelines on possible test procedures, associated theory, and limitations of recommended test procedures. In these standards however, there is not enough guidance on how to design the details of such a test system, specifically the mechanical structure of the test system. In this paper, authors’ past experiences on the structural design of such test systems are presented which may be utilized as design guidelines for design of similar test systems. Main design issues discussed in this paper include the effect of fixture compliance on the accuracy of calculated material data, frequency limitations, selection of actuators and sensors, and edge (Poisson’s) effect considerations for material specimens.
Subject Keywords
Elastomers
,
Viscoelastic materials
,
Complex modulus
,
Loss factor
,
Structural design
URI
https://hdl.handle.net/11511/41253
DOI
https://doi.org/10.1007/978-1-4614-2425-3_26
Collections
Department of Mechanical Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
Design of a complex modulus test system for viscoelastic materials.
Erdoğan, Bilgeha; Özgen, Gökhan O..; Department of Mechanical Engineering (2019)
In this thesis, the design of test devices for dynamic characterization of elastomer materials and elastomer vibration control components are designed. For this purpose, two different studies are conducted. In the first study, an already installed test setup is modified to provide preloading capability. In the second study, a completely new test setup is established. Conceptual design studies are carried out based on the information obtained in the literature and related standards, then the validity of the ...
Lateral stiffness of steel plate shear wall systems
Topkaya, Cem (Elsevier BV, 2009-08-01)
The accuracy of the finite element method and strip method of analysis for calculating the lateral stiffness of steel plate shear wall (SPSW) systems is assessed by making comparisons with experimental findings. Comparisons revealed that while both methods provide acceptable accuracy, they also require the generation of sophisticated computer models. In this paper, two alternative methods are developed. The first one is an approximate hand method based on the deep beam theory. The classical deep beam theory...
Dynamic characteristics and performance assessment of reinforced concrete structural walls
Kazaz, İlker; Gülkan, Polat; Department of Civil Engineering (2010)
The analytical tools used in displacement based design and assessment procedures require accurate strain limits to define the performance levels. Additionally, recently proposed changes to modeling and acceptance criteria in seismic regulations for both flexure and shear dominated reinforced concrete structural walls proves that a comprehensive study is required for improved limit state definitions and their corresponding values. This is due to limitations in the experimental setups, such that most previous...
Load rating of concrete-deck-on-steel-stringer bridges using field-calibrated 2D-grid models
Türer, Ahmet (Elsevier BV, 2011-04-01)
This paper presents and discusses issues related to structural identification, calibrated model-based load rating, and sensitivity of rating to the analytical model, along with experimental studies conducted on an existing concrete-deck-on-steel-stringer bridge. The proposed model-updating procedure uses collected dynamic data (mode shapes, modal frequencies, and order of modes) as well as static deformed shape information. Two-dimensional (2D) grid models were developed to successfully simulate the transve...
Investigation of relationship between aggregate shape parameters and concrete strength using imaging techniques
Özen, Murat; Güler, Murat; Department of Civil Engineering (2007)
In this study, relationships between aggregate shape parameters and compressive strength of concrete were investigated using digital image processing and analysis methods. The study was conducted based on three mix design parameters, gradation type, aggregate type and maximum aggregate size, at two levels. A total of 40 cubic concrete specimens were prepared at a constant water-cement ratio. After the compressive strength tests were performed, each specimen was cut into 4 equal pieces in order to obtain the...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
G. O. Özgen and A. C. Batihan, “Dynamic stiffness-based test systems for viscoelastic material characterization: Design considerations,” 2012, vol. 5, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/41253.