Abstracts
Збережено в:
| Дата: | 2013 |
|---|---|
| Формат: | Стаття |
| Мова: | Russian |
| Опубліковано: |
Інститут проблем міцності ім. Г.С. Писаренко НАН України
2013
|
| Назва видання: | Проблемы прочности |
| Онлайн доступ: | http://dspace.nbuv.gov.ua/handle/123456789/173698 |
| Теги: |
Додати тег
Немає тегів, Будьте першим, хто поставить тег для цього запису!
|
| Назва журналу: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Цитувати: | Abstracts // Проблемы прочности. — 2013. — № 6. — С. 164-166. — рос. |
Репозитарії
Digital Library of Periodicals of National Academy of Sciences of Ukraine| id |
irk-123456789-173698 |
|---|---|
| record_format |
dspace |
| spelling |
irk-123456789-1736982020-12-18T01:25:54Z Abstracts 2013 Article Abstracts // Проблемы прочности. — 2013. — № 6. — С. 164-166. — рос. 0556-171X http://dspace.nbuv.gov.ua/handle/123456789/173698 ru Проблемы прочности Інститут проблем міцності ім. Г.С. Писаренко НАН України |
| institution |
Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| collection |
DSpace DC |
| language |
Russian |
| format |
Article |
| title |
Abstracts |
| spellingShingle |
Abstracts Проблемы прочности |
| title_short |
Abstracts |
| title_full |
Abstracts |
| title_fullStr |
Abstracts |
| title_full_unstemmed |
Abstracts |
| title_sort |
abstracts |
| publisher |
Інститут проблем міцності ім. Г.С. Писаренко НАН України |
| publishDate |
2013 |
| url |
http://dspace.nbuv.gov.ua/handle/123456789/173698 |
| citation_txt |
Abstracts // Проблемы прочности. — 2013. — № 6. — С. 164-166. — рос. |
| series |
Проблемы прочности |
| first_indexed |
2025-07-15T10:26:28Z |
| last_indexed |
2025-07-15T10:26:28Z |
| _version_ |
1837708281132351488 |
| fulltext |
Torabi A. R. and Berto F. Fracture Assessment
of Blunt V-Notched Graphite Specimens by
Means of the Strain Energy Density //
Problems of Strength. – 2013. – No. 6. – P. 5–21.
The main aim of the present work is to check
the suitability of the brittle fracture model,
namely the local strain energy density (SED), in
predicting the experimental results on mode I
fracture of blunt V-notched graphite compo-
nents. For this purpose, a wide range of test re-
sults reported in the recent literature on brittle
fracture of V-notched test specimens character-
ized by different geometries is considered. The
specimens are made of the same type of coarse-
grained polycrystalline graphite. The fracture as-
sessment is carried out predicting theoretically
the fracture loads by means of the SED crite-
rion. The SED parameter is evaluated by averag-
ing the local energy over a well-defined control
volume which embraces the notch edge. It is
found that the SED criterion allows assessing
the fracture behavior of graphite specimens
characterized by different notch angles and tip
radii.
Hariri-Ardebili M. A. and Mirzabozorg H.
Orthotropic Material and Anisotropic
Damage Mechanics Approach for Numerically
Seismic Assessment of Arch Dam–Reservoir–
Foundation System // Problems of Strength. –
2013. – No. 6. – P. 22–44.
In contrast with modeling of the contraction
joints, the performance and influence of lift
joints are usually neglected in numerical analy-
sis of concrete arch dams. In this paper, the seis-
mic nonlinear response of a concrete arch dam–
reservoir–foundation system is investigated with
considering the effects of lift joints using
orthotropic-based material. An anisotropic dam-
age mechanics approach is introduced and modi-
fied to take into account the effects of weak
horizontal planes between concrete lifts during
the construction phase. This model is capable to
consider the pre-softening behavior, the soften-
ing initiation criterion and anisotropic cracking
behavior in mass concrete. The coupled equa-
tion of motion in dam–reservoir system is
solved by staggered displacement method while
the foundation rock is assumed as a mass-less
and rigid mediums. The coupled system is ex-
cited using three-component ground motion in
the maximum credible level. It is found that us-
ing orthotropic-based material increases crest
displacements and also leads to more damage in
the dam body in comparison with the case using
the common isotropic-based material.
Czechowski L. and Kowal-Michalska K. Static
and Dynamic Buckling of Rectangular
Functionally Graded Plates Subjected to
Thermal Loading // Problems of Strength. –
2013. – No. 6. – P. 45–55.
In the paper, the buckling phenomenon for static
and dynamic loading (pulse of finite duration)
of functionally graded plates subjected to uni-
form temperature increment is presented. The
work deals with thin rectangular plates with un-
movable edges, simply supported or clamped
along all edges. The material properties varying
smoothly across the thickness are assumed to be
temperature-independent. The investigations are
conducted for different values of volume frac-
tion index and uniform temperature rise in form
of rectangular pulse of finite duration.
Alfred Franklin V. and Christopher T.
Generation and Validation of Crack Growth
Resistance Curve from DCB Specimens: An
Experimental Study // Problems of Strength. –
2013. – No. 6. – P. 56–68.
This article examines fracture toughness and
interlaminar failure load of double cantilever
beam (DCB) specimens made of glass/epoxy of
three different lay-ups. The present model re-
quires the applied load–displacement history
and crack extension to generate the crack
growth resistance curve (R-curve). From the gen-
erated R-curve, the interface failure load was es-
timated for the specimens and good agreement
with the experimentally recorded value was
found.
Naveed Afzal, Tariq Shah, and Ahmad R.
Microstructural Features and Mechanical
Properties of Artificially Aged AA2024 //
Problems of Strength. – 2013. – No. 6. – P. 69–
81.
Microstructural features and mechanical proper-
ties of Al–Cu–Mg alloy (AA2024) were exam-
ined after aging the alloy between 105–195�C
for various durations. One set of the specimens
was aged at 105, 135, 165, and 195�C for 2 h,
whereas the aging of other set of specimens at
these temperatures was performed for 3.5, 3,
2.5, and 2 h, respectively. X-ray diffraction and
Abstracts
164 ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2013, ¹ 6
scanning electron microscopy results indicated
the formation of S- (Al2CuMg) and �- (Al2Cu)
phase precipitates whose density and size
changed with aging time and the temperatures.
Anomalous variations in yield strength, ultimate
tensile strength, plastic elongation, elastic
modulus and hardness were observed with ei-
ther changing the aging temperature, or the
time. However, the specimens aged at 135 and
195�C for 2 h displayed the maximum strength
and hardness along with a slight decrease in
their plasticity as compared to those aged at
other temperatures with various durations.
Ismail A. A. Estimating the Generalized
Exponential Distribution Parameters and the
Acceleration Factor under Constant-Stress
Partially Accelerated Life Testing with
Type-II Censoring // Problems of Strength. –
2013. – No. 6. – P. 82–94.
Accelerated life testing (ALT) and partially ac-
celerated life testing (PALT) are frequently used
in modern reliability engineering. ALT and
PALT are run to obtain information on the life
of the products and materials in a shorter time
and at lower cost. The experimental units are
subject to stress conditions that are more severe
than those encountered in normal use condition
to induce early failures. ALT or PALT can be
carried out using constant, step, progressive, cy-
clic and random stress loadings. This paper con-
siders the problem of estimating the generalized
exponential (GE) distribution parameters and
the acceleration factor under constant-stress
PALT model. The main objective is to derive the
maximum likelihood estimators (MLEs) of the
parameters of the GE distribution and the accel-
eration factor when the data are type-II censored
from constant-stress PALT. Also, the perfor-
mance of the MLEs is investigated numerically
for different sample sizes and different parame-
ter values using the mean square error. In addi-
tion, the approximate confidence intervals of the
model parameters are constructed. Moreover,
the likelihood ratio bounds (LRB) method is
used to obtain confidence bounds of the model
parameters when the sample size is small. For
illustration, a simulation study is conducted. It
is observed that the simulation results support
the theoretical findings.
Rostamiyan Y., Fereidoon A. B., Omrani A., and
Ganji D. D. Preparation, Modeling, and
Optimization of Mechanical Properties of
Epoxy/HIPS/Silica Hybrid Nanocomposite
Using Combination of Central Composite
Design and Genetic Algorithm. Part 2.
Studies on Flexural, Compression, and
Impact Strength // Problems of Strength. –
2013. – No. 6. – P. 95–111.
In spite of good tensile strength of epoxy resins,
they have brittle nature and show poor resis-
tance to crack propagation. In view of enhanc-
ing mechanical strength and fracture toughness
of epoxy-based nanocomposite simultaneously,
a new combination of thermoplastic and particu-
late nanofiller is used as a modifier. Here, the ob-
tained ternary epoxy-based nanocomposite
includes high impact polystyrene (HIPS) as ther-
moplastic and silica nanoparticles as its particu-
late phases. Flexural, compression and impact
were the three different mechanical tests investi-
gated, in order to achieve higher strength with-
out attenuating other desired mechanical
properties. Central composite design (CCD) is
employed to present mathematical models to pre-
dict mechanical behaviors of epoxy/HIPS/silica
nanocomposite as a function of physical factors.
The effective parameters investigated were
HIPS, SiO2 and hardener contents. Based on
mathematical functions obtained from CCD
model, the genetic algorithm – as one of the
most powerful optimization tools – is applied to
find the optimum values of mentioned mechani-
cal properties. We have found that a combina-
tion of HIPS and silica nanoparticles
significantly increase compressive and impact
strengths of epoxy resin up to 57 and 421%, re-
spectively. Although flexural strength did not
change positively, the elongation at break for
flexural one increased up to 144%. Finally, the
morphology of fracture surface was studied by
energy-dispersive X-ray spectroscopy and scan-
ning electron microscopy.
Buyukkaragoz A., Kalkan I., and Lee J. H. A
Numerical Study of the Flexural Behavior of
Concrete Beams Reinforced with AFRP Bars
// Problems of Strength. – 2013. – No. 6. – P. 112–
129.
In this study, analytical and numerical investiga-
tions were extensively conducted to evaluate the
flexural behavior of concrete beams reinforced
with aramid fiber-reinforced polymer (AFRP)
rebars. The AFRP-reinforced concrete beams
were analyzed using the separated finite element
method containing different elements for con-
crete and reinforcement. In addition, this study
used two different effective moment of inertia
expressions to estimate the load-deflection re-
sponses and the service-load deflections of the
beams. The service-load deflections of the
AFRP-reinforced concrete beams obtained from
Abstracts
ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2013, ¹ 6 165
the finite element analysis were in close agree-
ment with those from the effective moment of in-
ertia expressions. The numerical ultimate
moments also correlated well with the analytical
values of concrete stress-strain models. Numeri-
cal analyses, which hardly predict the sudden re-
duction in the flexural rigidity of FRP-
reinforced concrete beams due to the crushing
of cover concrete, were shown to provide
somewhat conservative deflection estimates.
Cheraghi H., Ghasemi F. A., and Payganeh G.
Morphology and Mechanical Properties of
PP/LLDPE Blends and Ternary PP/LLDPE/
nano-CaCO3 Composites // Problems of
Strength. – 2013. – No. 6. – P. 130–141.
Mechanical and morphological properties of
polypropylene (PP)/linear low density polyethyl-
ene (LLDPE)/ nano-sized calcium carbonate ter-
nary composites were prepared using a
twin-screw extruder. Modification of the filler
nano-particle surface was pretreated with stearic
acid and of the PP/LLDPE interface by melting
high crystallizable, high density polyethylene.
In this research, effects of modified linear low
density polyethylene (LD) and nano-CaCO3
weight percentage on tensile strength, Young’s
modulus and impact absorbed energy of compos-
ites were investigated. In addition, effect of the
interaction between filler particles and polymer
matrix was studied. Effect of quantity of micro-
cracks on tensile properties of the composites
was also discussed. Effect of nano-CaCO3 and
LD on the quantity of microcracks and im-
pact-fractured surface of PP composites was
studied by scanning electron microscope (SEM).
The impact-fractured surface morphologies were
characterized by SEM to clarify the possible
mechanisms for improving the fracture resis-
tance.
Temimi Lahouari H., Allel M., Belkaid N.,
Boutaous A., and Bouamrane R. Study of the
Effect of Water Intake by the Matrix on the
Optimization of the Fiber Matrix Interface
Damage for a Composite Material by Genetic
Algorithms // Problems of Strength. – 2013. –
No. 6. – P. 142–151.
The objective of this paper is study the influ-
ence of the matrix swelling due to water on the
damage of the fiber matrix interface of a com-
posite material. The results obtained by a ge-
netic approach based on Weibull probabilistic
model, show good agreement between the simu-
lation and the actual behavior of the two
materials T300/914 and PEEK/APC2. Also the
absorption of water by the matrix increases sig-
nificantly the interface damage.
Kashyzadeh K. R. and Arghavan A. Study of
the Effect of Different Industrial Coating with
Microscale Thickness on the CK45 Steel by
Experimental and Finite Element Methods //
Problems of Strength. – 2013. – No. 6. – P. 152–
163.
This article is aimed at analyzing the effects of
industrial coatings of hardened chromium, trim
chromium, hardened nickel and warm-galvaniza-
tion with a thin structure and dimensions in mi-
cron scale, on fatigue endurance limit of
components. In order to do this, using the plat-
ing process and the analyzed coatings with the
thickness of 13 and 19 �m under the operation
conditions, the components of CK45 steel were
plated. An attempt was made to analyze the fa-
tigue of components by modeling the interface
phase between the base metal and coating more
accurately, using the linear spring elements. The
S–N curves obtained via the proposed finite ele-
ment model (including 3 different phases) and
other finite element models in which the shell el-
ement was used to model the intermediate phase,
are compared to the experimental results. The
findings indicate that, considering the difference
between the S–N curves constructed via the pres-
ent finite element model and via test results, this
model is improved in comparison to the earlier
one, and yields more reliable results. Taking
into account the environmental and operating
conditions of components, the galvanized coat-
ing is the most appropriate among low-thickness
coatings, but with significant increase in coating
thickness, the best choice becomes hardened
chromium coating. Increase in coating thickness
by 6 �m reduces the fatigue limit by 14.96 and
4.37% for galvanized and hardened chromium
coatings, respectively.
Abstracts
166 ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2013, ¹ 6
<<
/ASCII85EncodePages false
/AllowTransparency false
/AutoPositionEPSFiles true
/AutoRotatePages /All
/Binding /Left
/CalGrayProfile (Dot Gain 20%)
/CalRGBProfile (sRGB IEC61966-2.1)
/CalCMYKProfile (U.S. Web Coated \050SWOP\051 v2)
/sRGBProfile (sRGB IEC61966-2.1)
/CannotEmbedFontPolicy /Warning
/CompatibilityLevel 1.4
/CompressObjects /Tags
/CompressPages true
/ConvertImagesToIndexed true
/PassThroughJPEGImages true
/CreateJDFFile false
/CreateJobTicket false
/DefaultRenderingIntent /Default
/DetectBlends true
/DetectCurves 0.0000
/ColorConversionStrategy /LeaveColorUnchanged
/DoThumbnails false
/EmbedAllFonts true
/EmbedOpenType false
/ParseICCProfilesInComments true
/EmbedJobOptions true
/DSCReportingLevel 0
/EmitDSCWarnings false
/EndPage -1
/ImageMemory 1048576
/LockDistillerParams false
/MaxSubsetPct 100
/Optimize true
/OPM 1
/ParseDSCComments true
/ParseDSCCommentsForDocInfo true
/PreserveCopyPage true
/PreserveDICMYKValues true
/PreserveEPSInfo true
/PreserveFlatness true
/PreserveHalftoneInfo false
/PreserveOPIComments false
/PreserveOverprintSettings true
/StartPage 1
/SubsetFonts true
/TransferFunctionInfo /Apply
/UCRandBGInfo /Preserve
/UsePrologue false
/ColorSettingsFile ()
/AlwaysEmbed [ true
]
/NeverEmbed [ true
]
/AntiAliasColorImages false
/CropColorImages true
/ColorImageMinResolution 300
/ColorImageMinResolutionPolicy /OK
/DownsampleColorImages true
/ColorImageDownsampleType /Bicubic
/ColorImageResolution 300
/ColorImageDepth -1
/ColorImageMinDownsampleDepth 1
/ColorImageDownsampleThreshold 1.50000
/EncodeColorImages true
/ColorImageFilter /DCTEncode
/AutoFilterColorImages true
/ColorImageAutoFilterStrategy /JPEG
/ColorACSImageDict <<
/QFactor 0.15
/HSamples [1 1 1 1] /VSamples [1 1 1 1]
>>
/ColorImageDict <<
/QFactor 0.15
/HSamples [1 1 1 1] /VSamples [1 1 1 1]
>>
/JPEG2000ColorACSImageDict <<
/TileWidth 256
/TileHeight 256
/Quality 30
>>
/JPEG2000ColorImageDict <<
/TileWidth 256
/TileHeight 256
/Quality 30
>>
/AntiAliasGrayImages false
/CropGrayImages true
/GrayImageMinResolution 300
/GrayImageMinResolutionPolicy /OK
/DownsampleGrayImages true
/GrayImageDownsampleType /Bicubic
/GrayImageResolution 300
/GrayImageDepth -1
/GrayImageMinDownsampleDepth 2
/GrayImageDownsampleThreshold 1.50000
/EncodeGrayImages true
/GrayImageFilter /DCTEncode
/AutoFilterGrayImages true
/GrayImageAutoFilterStrategy /JPEG
/GrayACSImageDict <<
/QFactor 0.15
/HSamples [1 1 1 1] /VSamples [1 1 1 1]
>>
/GrayImageDict <<
/QFactor 0.15
/HSamples [1 1 1 1] /VSamples [1 1 1 1]
>>
/JPEG2000GrayACSImageDict <<
/TileWidth 256
/TileHeight 256
/Quality 30
>>
/JPEG2000GrayImageDict <<
/TileWidth 256
/TileHeight 256
/Quality 30
>>
/AntiAliasMonoImages false
/CropMonoImages true
/MonoImageMinResolution 1200
/MonoImageMinResolutionPolicy /OK
/DownsampleMonoImages true
/MonoImageDownsampleType /Bicubic
/MonoImageResolution 1200
/MonoImageDepth -1
/MonoImageDownsampleThreshold 1.50000
/EncodeMonoImages true
/MonoImageFilter /CCITTFaxEncode
/MonoImageDict <<
/K -1
>>
/AllowPSXObjects false
/CheckCompliance [
/None
]
/PDFX1aCheck false
/PDFX3Check false
/PDFXCompliantPDFOnly false
/PDFXNoTrimBoxError true
/PDFXTrimBoxToMediaBoxOffset [
0.00000
0.00000
0.00000
0.00000
]
/PDFXSetBleedBoxToMediaBox true
/PDFXBleedBoxToTrimBoxOffset [
0.00000
0.00000
0.00000
0.00000
]
/PDFXOutputIntentProfile ()
/PDFXOutputConditionIdentifier ()
/PDFXOutputCondition ()
/PDFXRegistryName ()
/PDFXTrapped /False
/Description <<
/CHS <FEFF4f7f75288fd94e9b8bbe5b9a521b5efa7684002000500044004600206587686353ef901a8fc7684c976262535370673a548c002000700072006f006f00660065007200208fdb884c9ad88d2891cf62535370300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c676562535f00521b5efa768400200050004400460020658768633002>
/CHT <FEFF4f7f752890194e9b8a2d7f6e5efa7acb7684002000410064006f006200650020005000440046002065874ef653ef5728684c9762537088686a5f548c002000700072006f006f00660065007200204e0a73725f979ad854c18cea7684521753706548679c300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c4f86958b555f5df25efa7acb76840020005000440046002065874ef63002>
/DAN <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>
/DEU <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>
/ESP <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>
/FRA <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>
/ITA <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>
/JPN <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>
/KOR <FEFFc7740020c124c815c7440020c0acc6a9d558c5ec0020b370c2a4d06cd0d10020d504b9b0d1300020bc0f0020ad50c815ae30c5d0c11c0020ace0d488c9c8b85c0020c778c1c4d560002000410064006f0062006500200050004400460020bb38c11cb97c0020c791c131d569b2c8b2e4002e0020c774b807ac8c0020c791c131b41c00200050004400460020bb38c11cb2940020004100630072006f0062006100740020bc0f002000410064006f00620065002000520065006100640065007200200035002e00300020c774c0c1c5d0c11c0020c5f40020c2180020c788c2b5b2c8b2e4002e>
/NLD (Gebruik deze instellingen om Adobe PDF-documenten te maken voor kwaliteitsafdrukken op desktopprinters en proofers. De gemaakte PDF-documenten kunnen worden geopend met Acrobat en Adobe Reader 5.0 en hoger.)
/NOR <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>
/PTB <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>
/SUO <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>
/SVE <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>
/ENU (Use these settings to create Adobe PDF documents for quality printing on desktop printers and proofers. Created PDF documents can be opened with Acrobat and Adobe Reader 5.0 and later.)
>>
/Namespace [
(Adobe)
(Common)
(1.0)
]
/OtherNamespaces [
<<
/AsReaderSpreads false
/CropImagesToFrames true
/ErrorControl /WarnAndContinue
/FlattenerIgnoreSpreadOverrides false
/IncludeGuidesGrids false
/IncludeNonPrinting false
/IncludeSlug false
/Namespace [
(Adobe)
(InDesign)
(4.0)
]
/OmitPlacedBitmaps false
/OmitPlacedEPS false
/OmitPlacedPDF false
/SimulateOverprint /Legacy
>>
<<
/AddBleedMarks false
/AddColorBars false
/AddCropMarks false
/AddPageInfo false
/AddRegMarks false
/ConvertColors /NoConversion
/DestinationProfileName ()
/DestinationProfileSelector /NA
/Downsample16BitImages true
/FlattenerPreset <<
/PresetSelector /MediumResolution
>>
/FormElements false
/GenerateStructure true
/IncludeBookmarks false
/IncludeHyperlinks false
/IncludeInteractive false
/IncludeLayers false
/IncludeProfiles true
/MultimediaHandling /UseObjectSettings
/Namespace [
(Adobe)
(CreativeSuite)
(2.0)
]
/PDFXOutputIntentProfileSelector /NA
/PreserveEditing true
/UntaggedCMYKHandling /LeaveUntagged
/UntaggedRGBHandling /LeaveUntagged
/UseDocumentBleed false
>>
]
>> setdistillerparams
<<
/HWResolution [2400 2400]
/PageSize [612.000 792.000]
>> setpagedevice
|