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
Tensile opening mode fracture toughness measurements and size effect investigations with Brazilian disc type rock specimens
Download
index.pdf
Date
2020
Author
Şar, Elifnaz .
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
337
views
394
downloads
Cite This
The flattened Brazilian disc(FBD)geometrieswere subjected to compressive loads at the loading ends. Tensile stresses were generated indirectly at the center of the disc specimens. Cracks were initiated, and they propagated stably to the onset of unstable fracture. Loads recorded at this stage were used in measuring the tensile opening mode fracture toughness.The specimen size effect onmode Ifracture toughnessof Gölbaşı andesite was investigated by changing specimen diameters.The boundary influence on fracture toughness was examinedbymachining flat compressive loading ends of various widthson specimens.Numerical modeling wasperformed with the ABAQUS finite element program to compute mode I stress intensity factorsof FBD geometriesofvarious sizes. With the evaluation of numerical results,two different equations in terms of loading anglehave been developed, one of which isused to calculatethe critical dimensionless crack length and the other to determine themaximum dimensionless stress intensity factor.For examining size effect phenomena for FBD geometry, the fracture toughness tests were carried out on Gölbaşıandesite specimensof different sizes. The specimen diameters were 54 mm,75 mm, 100 mm, and 125 mm.The loading angles ranged vifrom 16° to 42°. The thickness to diameter ratio {u1D461}/{u1D437}was kept constantataround0.6 in all fracture toughness tests.The average mode I fracture toughnessvaluesof Gölbaşıandesite were 2.03±0.20 MPa√{u1D45A}, 2.33±0.13 MPa√{u1D45A}, 2.85±0.16 MPa√{u1D45A}, and 3.26±0.39MPa√{u1D45A}for 54 mm, 75 mm, 100 mm and 125 mm diameters, respectively.The test results indicated thatan increase in specimen diameter from 54 mm to 125 mm led to an approximately 60.6%(3.26/2.03=1.606)increase in mode I fracture toughness of Gölbaşı andesite.
Subject Keywords
Fracture mechanics.
,
Numerical Modeling
,
Mode I Fracture Toughness Testing
,
Flattened Brazilian Disc Method
,
Flattened Brazilian Disc Geometry
,
Size Effect
URI
http://etd.lib.metu.edu.tr/upload/12625242/index.pdf
https://hdl.handle.net/11511/45627
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Mode I fracture toughness and tensile strength investigation on molded shotcrete brazilian specimen
Tayfuner, Tuğçe; Tutluoğlu, Levend; Department of Mining Engineering (2019)
Tensile opening mode I loading state is important for shotcrete-concrete type materials, since these are weak under tension. Brazilian type splitting tests are commonly used for checking the structural effectiveness of concrete in opening mode. Tensile strength is measured indirectly by these tests. In concrete industry, beam tests under three- and four-point bending loads are used to measure tensile strength and mode I fracture toughness of beams and columns under almost pure tensile loading state. However...
Numerical analyses of load tests on model foundations in dry sand
Unsever, Y. S.; Matsumoto, T.; Özkan, M. Yener (2015-01-01)
In this study, a series of vertical and cyclic horizontal load tests on 3-pile piled raft model were carried out in dry sand to investigate the piled raft behaviour under combined loads. Also, numerical modelling of experiments were carried out by using FEM software, PLAXIS 3D. Hardening soil model was employed to model the sand, and elastic model was used for the pile and the raft. Soil parameters were estimated from consolidated drained triaxial tests carried on the sand samples and pile parameters were e...
Flexural behavior of lightly and heavily reinforced steel fiber concrete beams
Mertol, Halit Cenan; Baran, Eray; Bello, Hussain Jibril (2015-11-15)
Flexural behavior of lightly and heavily reinforced steel fiber concrete beams was investigated. The test series consisted of 20 singly reinforced beams having 180 x 250 x 3500 mm dimensions. The main parameters in the testing program were the type of concrete and the amount of longitudinal reinforcement. Ten different longitudinal reinforcement ratios (with a minimum of 0.2% and a maximum of 2.5%) covering the range from under-reinforced to over-reinforced beam behavior were used in the testing program. Tw...
Semi-IPN chitosan/polyvinylpyrrolidone microspheres and films: sustained release and property optimisation
Ozerkan, Taylan; Sezer, Umran Aydemir; Gurhan, Ismet Deliloglu; GÜLÇE İZ, SULTAN; Hasırcı, Nesrin (2013-01-01)
A set of chitosan-polyvinylpyrrolidone (CH-PVP) microspheres were prepared as semi-inter penetrating networks (semi-IPN) and loaded with 5-fluorouracil. In vitro release studies showed faster release for semi-IPN microspheres compared to pure CH samples, and the total release was achieved in about 20-30 days, depending on the composition. In vitro cell studies were achieved against human breast adenocarcinoma cell line cells where adsorption of cells on microspheres with a significant decrease in their numb...
Tensile mode fracture toughness experiments on andesite rock using disc and semi-disc bend geometries with varying loading spans
Tutluoglu, Levent; Batan, Ceren; Aliha, M.R.M. (2022-06-01)
Purpose of this research is to investigate the effect of loading span on mode I fracture toughness for tests conducted by three-point bend geometries. Mode I fracture toughness tests were conducted on Ankara Golbasi Andesite with straight notched disc bending (SNDB) specimens of thicknesses 50 mm and 60 mm. Loading spans were varied in a wide range between 40 mm and 90 mm corresponding to span/radius ratios of S/R = 0.40 to 0.90. Three-point bend tests were conducted with the semi-circular bending (SCB) cor...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
E. Şar, “Tensile opening mode fracture toughness measurements and size effect investigations with Brazilian disc type rock specimens,” Thesis (M.S.) -- Graduate School of Natural and Applied Sciences. Mining Engineering., Middle East Technical University, 2020.