This document summarizes a study that used quantitative nano-mechanical atomic force microscopy (AFM) to analyze the mechanical properties of reduced graphene oxide (r-GO). The AFM technique, called PeakForce quantitative nano-mechanical (PF-QNM), measured deformation, elastic modulus, and adhesion properties of r-GO at high resolution. Analysis of the force curves from PF-QNM allowed the researchers to distinguish between folded and stacked regions of r-GO, which was not possible with traditional topographic AFM imaging alone. Mapping of deformation, elastic modulus, and adhesion further confirmed that one region was softer and more deformable, indicating it was folded r-GO, while the other region was stiffer and
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
The effect of disturbance factor on the stability of tunnels (Case study: Tun...IJRES Journal
Disturbance factor (D) is related to excavation method and cause damage and stress relief in the rock masses. The convergence and plastic zone around tunnels depends on the disturbance factor of rocks.This study has been in the tunnel No.2 of Kurdistan in NW of Iran which is composed of shale rocks. In tunnel modeling, different disturbance factors(0 to 1) areanalyzed using phase2 software and the amount of displacement and extent of plastic zone in around the tunnelis determined. The obtain results show that by increasing of disturbance factor, the displacement and plastic zone around the tunnel has increased and the most increase has occurred in disturbance factors 0.8 to 1. Therefore, for excavation of this tunnel, the blasting method should not be used and instead of it, the mechanical methods must be used.
EVALUATING STRUCTURAL, OPTICAL & ELECTRICAL CHARACTERIZATION OF ZINC CHALCOGE...Editor IJCATR
To evaluate the structural, optical & electrical properties of the zinc chalcogenides (ZnO, ZnS, ZnSe & ZnTe), the Full
Potential Linearized – Augumented Plane Wave plus Local Orbits (FP – LAPW+lo) method. For the purpose of exchange-correlation
energy (Exc) determination in Kohn–Sham calculation, the standard local density approximation (LDA) formalism has been utilized.
Murnaghan’s equation of state (EOS) has been used for volume optimization by minimizing the total energy with respect to the unit
cell volume. With the result of electronic density of states (DOS), the structural, optical and electrical properties of Zinc chalcogenides
have been calculated. The second derivative of energy, as a function of lattice strain has been successfully used to estimate the elastic
constants of these binary compounds. The results are in good agreement with other theoretical calculations as well as available
experimental data.
Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...Franco Bontempi
Seismic protection measures for bridges can be used both for obtaining acceptable performances from new structures that for retrofitting existing ones. With the modern design philosophy based on probabilistic Performance-Based Earthquake Engineering (PBEE) approaches, the engineers are allowed to investigate different design solutions in terms of vulnerability assessment. However, if probabilistic PBEE approaches are nowadays well established and widely studied also for bridges, the topic of using the PBEE frameworks for the evaluation of the effectiveness of seismic protection devices for bridges is not extensively treated in literature.
The first objective of this work is to deal with the problem of assessing the earthquake performance of an highway bridge equipped with different bearing device: the
elastomeric bearings (ERB) and the friction pendulum systems (FPS). The second purpose is to evaluate the efficiency of a structure-dependent IM in case of isolated system. The examined structure is an highway bridge with concrete piers and steel truss deck. A FE model of the bridge is developed by using nonlinear beam-column elements with fiber section and the devices are modeled by specific elements implementing their
nonlinear behavior. The effectiveness of the different retrofitting strategies has been carried out in terms of damage probability. Choosing the example of slight damage, and referring to the curvature ductility as EDP, the probability of damage during a period of 50 years is: 23% for the structure without isolation, 7% for the structure equipped with ERB, and 3% for the structure equipped with FPS isolation.
Heavy duty pavements are pavements subjected to the extremely heavy wheel loads associated with freight handling vehicles in industrial facilities, such as container terminals and warehouses. Heavy duty pavement need to handle many types of freight handling vehicles, such as forklifts, straddle carriers, gantry cranes and side loaders. Heavy duty pavement often deals with slow moving or even static traffic load with ultra high load magnitude. Furthermore, the load wandering for heavy duty pavement such as contain port or warehouse is more significant than normal highway or urban road pavement. The goal of pavement design is to determine the number, material composition and thickness of the different layers within a pavement structure required to accommodate a given loading regime.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
The effect of disturbance factor on the stability of tunnels (Case study: Tun...IJRES Journal
Disturbance factor (D) is related to excavation method and cause damage and stress relief in the rock masses. The convergence and plastic zone around tunnels depends on the disturbance factor of rocks.This study has been in the tunnel No.2 of Kurdistan in NW of Iran which is composed of shale rocks. In tunnel modeling, different disturbance factors(0 to 1) areanalyzed using phase2 software and the amount of displacement and extent of plastic zone in around the tunnelis determined. The obtain results show that by increasing of disturbance factor, the displacement and plastic zone around the tunnel has increased and the most increase has occurred in disturbance factors 0.8 to 1. Therefore, for excavation of this tunnel, the blasting method should not be used and instead of it, the mechanical methods must be used.
EVALUATING STRUCTURAL, OPTICAL & ELECTRICAL CHARACTERIZATION OF ZINC CHALCOGE...Editor IJCATR
To evaluate the structural, optical & electrical properties of the zinc chalcogenides (ZnO, ZnS, ZnSe & ZnTe), the Full
Potential Linearized – Augumented Plane Wave plus Local Orbits (FP – LAPW+lo) method. For the purpose of exchange-correlation
energy (Exc) determination in Kohn–Sham calculation, the standard local density approximation (LDA) formalism has been utilized.
Murnaghan’s equation of state (EOS) has been used for volume optimization by minimizing the total energy with respect to the unit
cell volume. With the result of electronic density of states (DOS), the structural, optical and electrical properties of Zinc chalcogenides
have been calculated. The second derivative of energy, as a function of lattice strain has been successfully used to estimate the elastic
constants of these binary compounds. The results are in good agreement with other theoretical calculations as well as available
experimental data.
Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...Franco Bontempi
Seismic protection measures for bridges can be used both for obtaining acceptable performances from new structures that for retrofitting existing ones. With the modern design philosophy based on probabilistic Performance-Based Earthquake Engineering (PBEE) approaches, the engineers are allowed to investigate different design solutions in terms of vulnerability assessment. However, if probabilistic PBEE approaches are nowadays well established and widely studied also for bridges, the topic of using the PBEE frameworks for the evaluation of the effectiveness of seismic protection devices for bridges is not extensively treated in literature.
The first objective of this work is to deal with the problem of assessing the earthquake performance of an highway bridge equipped with different bearing device: the
elastomeric bearings (ERB) and the friction pendulum systems (FPS). The second purpose is to evaluate the efficiency of a structure-dependent IM in case of isolated system. The examined structure is an highway bridge with concrete piers and steel truss deck. A FE model of the bridge is developed by using nonlinear beam-column elements with fiber section and the devices are modeled by specific elements implementing their
nonlinear behavior. The effectiveness of the different retrofitting strategies has been carried out in terms of damage probability. Choosing the example of slight damage, and referring to the curvature ductility as EDP, the probability of damage during a period of 50 years is: 23% for the structure without isolation, 7% for the structure equipped with ERB, and 3% for the structure equipped with FPS isolation.
Heavy duty pavements are pavements subjected to the extremely heavy wheel loads associated with freight handling vehicles in industrial facilities, such as container terminals and warehouses. Heavy duty pavement need to handle many types of freight handling vehicles, such as forklifts, straddle carriers, gantry cranes and side loaders. Heavy duty pavement often deals with slow moving or even static traffic load with ultra high load magnitude. Furthermore, the load wandering for heavy duty pavement such as contain port or warehouse is more significant than normal highway or urban road pavement. The goal of pavement design is to determine the number, material composition and thickness of the different layers within a pavement structure required to accommodate a given loading regime.
Fixity depth of offshore piles in elastoplastic soft clay under dynamic loadeSAT Journals
Abstract
This work represents study of dynamic behavior of offshore piles embedded in elastoplastic soft clay, and estimating the fixity depth of pile. ABAQUS finite element program which used to simulate the problem. The soil was modeled in two case elastic state model and elastoplastic state model represented by cam-clay model, three dimension element used to represent the interaction between pile and soil, and laboratory tests used to getting the real properties of clayey soil and to descried interface. The results obtained developed two empirical equations used to calculate depth of pile fixity for pile embedded in elastic and elastoplastic soil respectively. Also, show the depth of pile fixity is increase about (40 %) due to change soil model from elastic to plastic, when pile embedded in elastoplastic soil its dependent on soil strength, interface properties and pile rigidity. The pile head displacement is increase about 90 % while the bending moment is decease 10 % at pile head.
Gas foil bearing analysis and the effect of bump foil thickness on its perfor...ijmech
Gas foil bearings (GFBs) satisfy many of the requirements noted for novel oil-free turbomachinery.However, GFBs have a limited load carrying capacity. This paper presents a numerical model in order to assess the performance characteristics of gas foil bearings. The finite difference scheme has been used to discretize the governing Reynolds equation and the pressure is calculated by solving non-linear matrix equation using Newton-Raphson technique. The static performance analysis has been carried out. The computational analysis have been compared with the experimental and theoretical results available in the literature and the effects of bump foil thickness, number of bumps and bump compliance coefficient on the load carrying capacity at different rotor speed have been investigated. The results of the study show that too thin bump foil thickness may lead to a significant decrease in the load capacity. However for accurate predictions of the foil bearing performances, more details foil structure of 1D and 2D finite element model
should be considered.
Comparative study of experimental and analytical results of frp strengthened ...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Pullout Behavior of Geotextiles: Numerical PredictionIJERA Editor
The mechanism of soil-geosynthetic interaction is usually complex and depends on the nature of the reinforcement, as well as on the characteristics of the surrounding soil. The strength parameters of the interface are the key for the design of reinforced soil slopes. Usually, these parameters are defined from laboratory pullout tests. The absence of test results implies on conservative assumptions and higher costs. The possibility of using computer programs for analyzing the load transfer mechanism arises as an attractive design tool. This paper presents the numerical simulation of pullout tests, conducted in large equipments. The numerical predictions of the load and displacement distribution along the geosynthetic length were compared to instrumented test results, available in the literature. The analyses revealed to be satisfactory and consistent with the experimental results. Thus, it becomes possible to reduce the uncertainties in the design of the anchorage length for the reinforcement by previously performing studies with computer programs that simulates stress x strain behavior of geotechnical problems.
Привычка - это сложившийся способ поведения. В народе говорят: «Посеешь поступок - пожнешь привычку, посеешь привычку - пожнешь характер, посеешь характер - пожнешь судьбу». Когда человек совершает одни и те же действия многократно, он вырабатывает привычку.
Fixity depth of offshore piles in elastoplastic soft clay under dynamic loadeSAT Journals
Abstract
This work represents study of dynamic behavior of offshore piles embedded in elastoplastic soft clay, and estimating the fixity depth of pile. ABAQUS finite element program which used to simulate the problem. The soil was modeled in two case elastic state model and elastoplastic state model represented by cam-clay model, three dimension element used to represent the interaction between pile and soil, and laboratory tests used to getting the real properties of clayey soil and to descried interface. The results obtained developed two empirical equations used to calculate depth of pile fixity for pile embedded in elastic and elastoplastic soil respectively. Also, show the depth of pile fixity is increase about (40 %) due to change soil model from elastic to plastic, when pile embedded in elastoplastic soil its dependent on soil strength, interface properties and pile rigidity. The pile head displacement is increase about 90 % while the bending moment is decease 10 % at pile head.
Gas foil bearing analysis and the effect of bump foil thickness on its perfor...ijmech
Gas foil bearings (GFBs) satisfy many of the requirements noted for novel oil-free turbomachinery.However, GFBs have a limited load carrying capacity. This paper presents a numerical model in order to assess the performance characteristics of gas foil bearings. The finite difference scheme has been used to discretize the governing Reynolds equation and the pressure is calculated by solving non-linear matrix equation using Newton-Raphson technique. The static performance analysis has been carried out. The computational analysis have been compared with the experimental and theoretical results available in the literature and the effects of bump foil thickness, number of bumps and bump compliance coefficient on the load carrying capacity at different rotor speed have been investigated. The results of the study show that too thin bump foil thickness may lead to a significant decrease in the load capacity. However for accurate predictions of the foil bearing performances, more details foil structure of 1D and 2D finite element model
should be considered.
Comparative study of experimental and analytical results of frp strengthened ...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Pullout Behavior of Geotextiles: Numerical PredictionIJERA Editor
The mechanism of soil-geosynthetic interaction is usually complex and depends on the nature of the reinforcement, as well as on the characteristics of the surrounding soil. The strength parameters of the interface are the key for the design of reinforced soil slopes. Usually, these parameters are defined from laboratory pullout tests. The absence of test results implies on conservative assumptions and higher costs. The possibility of using computer programs for analyzing the load transfer mechanism arises as an attractive design tool. This paper presents the numerical simulation of pullout tests, conducted in large equipments. The numerical predictions of the load and displacement distribution along the geosynthetic length were compared to instrumented test results, available in the literature. The analyses revealed to be satisfactory and consistent with the experimental results. Thus, it becomes possible to reduce the uncertainties in the design of the anchorage length for the reinforcement by previously performing studies with computer programs that simulates stress x strain behavior of geotechnical problems.
Привычка - это сложившийся способ поведения. В народе говорят: «Посеешь поступок - пожнешь привычку, посеешь привычку - пожнешь характер, посеешь характер - пожнешь судьбу». Когда человек совершает одни и те же действия многократно, он вырабатывает привычку.
Efficient charge transfer induced organic/inorganic based hybrid heterojunction of Ppy/GaN nanorods for high-performance self-powered UV photodetection
A Front Surface Optimization Study for Photovoltaic ApplicationTELKOMNIKA JOURNAL
In this paper, we presented a possible front surface optical enhancement of Si solar cell by
optimizing the Antireflection (AR) and light trapping (LT) schemes. Conventional plasma enhanced
chemical vapor deposition (PECVD) and in house hot wire chemical vapor deposition (HWCVD) tool was
used to deposit Silicon Nitride (SiNX) layer and optimized at 668nm wavelength. This was followed by
surface texturing of random pyramids to further enhance the broadband reflectance of the front surface.
Broadband reflectance measurement using integrating sphere method showed achieved weighted average
reflectance (WAR) value of as low as 1.8% and 1.5%, when 85nm SiNX was deposited on top of random
pyramids structure using HWCVD and PECVD methods, respectively.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Image processing techniques applied for pitting corrosion analysiseSAT Journals
Abstract
In order to study the behavior of the early stage of pitting corrosion, an image analysis based on discrete wavelet packet transform
and fractals was used. Image feature parameters were extracted and analyzed to characterize the pitting corrosion development with
test time. It was found that the feature parameters: Shannon entropy, energy, fractal dimension and intercept increased with the test
time. Therefore the image processing techniques were promising and effective tools to analyze and detect the pitting corrosion.
Keywords: corrosion, pitting corrosion, surface topography, surface analysis, carbon steel, tap water
Microstructural Analysis of the Influence of Ecap on the Pure Nb Rolling PlaneIJERA Editor
Starting From a sample of pure and pre-deformed niobium by cold rolling a severe plastic deformation process was performed using ECAP (equal channel angular pressing) in order to verify the evolution and distibution of the deformation structures and of hardness in the lamination plane of the material. To make the analysis were used: the Scanning Electron Microscope-SEM, optical microscope and a hardness map to have a better view of how homogeneous or heterogeneous a process is in relation to the other. After comparison it was seen that the process through ecap uniformized the microstructure and hardness of the material.
IOSR Journal of Applied Physics (IOSR-JAP) is an open access international journal that provides rapid publication (within a month) of articles in all areas of physics and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in applied physics. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
Effect of lamination angle on maximum deflection of simply supported composit...RAVI KUMAR
In this project a composite laminated beam is studied with glass-epoxy and graphite-epoxy combination. The beam is composed of four layers of different combination of composite material (glass epoxy and graphite epoxy composite). The beam is simply supported at both the ends and is subjected to uniformly distributed load along the length. Transverse deflection is computed for different lamination angle (0^0-〖90〗^0) by using Euler- Bernoulli’s theory (or CLPT). Maximum transverse deflection analysis is carried out using derived analytical expressions. The research carried out in this project will enable to determine the beam strength due to bending loads. The importance of fibre reinforcement in the manufacturing of the beam is studied in terms of bending strength of the beam. MATLAB codes are generated to implement analytical expiations of the composite beam.
The main objective of the paper is to find out the lamination angle at which minimum deflection is obtained & to find out the effect of lamination angle on maximum transverse deflection of the beam.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Amorphous-nano-crystalline silicon composite thin films (a-nc-Si:H) samples were synthesized by
Plasma Enhanced Chemical Vapor Deposition technique. The measurement of DC conductivities was
accomplished using Dielectric spectroscopy (Impedance Spectroscopy) in wide frequency and temperature range.
In analysis of impedance data, two approaches were tested: the Debye type equivalent circuit with two parallel R
and CPEs (constant phase elements) and modified one, with tree parallel R and CPEs including crystal grain
boundary effects. It was found that the later better fits to experimental results properly describes crystal grains
dielectric effect and hydrogen concentration indicating presence of strain. The amorphous matrix showed larger
resistance and lower capacity than nano-crystal phase. Also it was found that composite silicon thin film cannot
be properly described by equivalent circuit only with resistors and constant phase elements in serial relation
PERFORMANCE ANALYSIS OF 2D-EBG UNDER MONOPOLE ANTENNAjantjournal
The artificial properties in two dimensional electromagnetic structures (2D-EBGs), such as PMC and Band Reject Region are investigated for a proposed structure of square shaped mushroom. The radiation characteristics of monopole antenna over this 2D-EBG is tested by considering two cases. During first case monopole antenna is made to operate within band rejection region. Second case monopole antenna made operate outside the band rejection range. The obtained results during first case is showing enhancement in operating band width and smoother radiation pattern. In second case the effect is null and 2D-EBG resembles like conventional plane reflector. The simulated results are presented.
PERFORMANCE ANALYSIS OF 2D-EBG UNDER MONOPOLE ANTENNAjantjournal
The artificial properties in two dimensional electromagnetic structures (2D-EBGs), such as PMC and Band Reject Region are investigated for a proposed structure of square shaped mushroom. The radiation characteristics of monopole antenna over this 2D-EBG is tested by considering two cases. During first case monopole antenna is made to operate within band rejection region. Second case monopole antenna made operate outside the band rejection range. The obtained results during first case is showing enhancement in operating band width and smoother radiation pattern. In second case the effect is null and
2D-EBG resembles like conventional plane reflector. The simulated results are presented.
PERFORMANCE ANALYSIS OF 2D-EBG UNDER MONOPOLE ANTENNAjantjournal
The artificial properties in two dimensional electromagnetic structures (2D-EBGs), such as PMC and Band Reject Region are investigated for a proposed structure of square shaped mushroom. The radiation characteristics of monopole antenna over this 2D-EBG is tested by considering two cases. During first case monopole antenna is made to operate within band rejection region. Second case monopole antenna made operate outside the band rejection range. The obtained results during first case is showing enhancement in operating band width and smoother radiation pattern. In second case the effect is null and
2D-EBG resembles like conventional plane reflector. The simulated results are presented.
PERFORMANCE ANALYSIS OF 2D-EBG UNDER MONOPOLE ANTENNAjantjournal
The artificial properties in two dimensional electromagnetic structures (2D-EBGs), such as PMC and Band Reject Region are investigated for a proposed structure of square shaped mushroom. The radiation characteristics of monopole antenna over this 2D-EBG is tested by considering two cases. During first case monopole antenna is made to operate within band rejection region. Second case monopole antenna made operate outside the band rejection range. The obtained results during first case is showing enhancement in operating band width and smoother radiation pattern. In second case the effect is null and 2D-EBG resembles like conventional plane reflector. The simulated results are presented.
PERFORMANCE ANALYSIS OF 2D-EBG UNDER MONOPOLE ANTENNAjantjournal
The artificial properties in two dimensional electromagnetic structures (2D-EBGs), such as PMC and Band Reject Region are investigated for a proposed structure of square shaped mushroom. The radiation characteristics of monopole antenna over this 2D-EBG is tested by considering two cases. During first case monopole antenna is made to operate within band rejection region. Second case monopole antenna made operate outside the band rejection range. The obtained results during first case is showing enhancement in operating band width and smoother radiation pattern. In second case the effect is null and 2D-EBG resembles like conventional plane reflector. The simulated results are presented.
PERFORMANCE ANALYSIS OF 2D-EBG UNDER MONOPOLE ANTENNAjantjournal
The artificial properties in two dimensional electromagnetic structures (2D-EBGs), such as PMC and Band Reject Region are investigated for a proposed structure of square shaped mushroom. The radiation characteristics of monopole antenna over this 2D-EBG is tested by considering two cases. During first case monopole antenna is made to operate within band rejection region. Second case monopole antenna made operate outside the band rejection range. The obtained results during first case is showing enhancement in operating band width and smoother radiation pattern. In second case the effect is null and 2D-EBG resembles like conventional plane reflector. The simulated results are presented.
Similar to 6. A Novel Inspection for Deformation Phenomenon of Reduced-graphene Oxide via Quantitative Nano-mechanical Atomic Force Microscopy (20)
2. 572 Jen-You Chu et al. / Procedia Engineering 36 (2012) 571 – 577
carbon nanotubes (CNTs) and fullerenes, and exhibits unique properties which have fascinated the
scientific community [3].
Graphene has been attracting great interest because of its distinctive band structure and physical
properties. The remarkable physical properties of graphene involved high Young’s Modulus (~1,100
GPa), fracture strength (~125 GPa), thermal conductivity (~5,000 W/m·K), mobility of charge carriers
(200,000 cm2
/V·s) and specific surface area (2,630 m2
/g). Graphene and its composites are promising
candidates in many applications, such as nano-electronics, optoelectronic devices, energy-storage systems,
field-effect transistor, thermal management and sensors [4, 5].
The folded characteristic may prevent stacking phenomena of graphenes and increase the d-spacing
between graphenes. It can easily form dense graphene structures with high surface area and be applied on
electrode materials of battery, nano-composites and so on. The graphene sheets are easily stacked each
other due to van der Waals (vdW) attraction [6]. For preventing the graphene from stacking with each
other, it was usually synthesized in wrinking geometry to prevent stacking, or the stacking graphene
would be formed in a graphite structure. The graphene folding can occur in any direction, and it can be
expected that the mechanical properties of folding graphenes are very different from stacking. Therefore,
in this study, we apply a novel quantitative nano-mechanical AFM, breaking through the limitation and
performance of traditional AFM, to analyze the reduced-graphene oxide (r-GO) with entire force curve
for each scanning pixels. Thus, the quantitative mechanical properties including deformation, elastic
modulus and adhesion could be independently measured.
2. Experiment
2.1. Material preparation of reduced-graphene oxide
Graphene nanosheet (GNS) derived from SFG44 synthetic graphite powders (TIMCAL ) were
synthesized by the modified Hummers’ method [7] described in detail as follows: 8g graphite powder and
4g NaNO3 were put into 560 ml concentrated H2SO4 solution with stirring for 2 hours. Then 24g KMnO4
was gradually added into the flask with ice bath for 2 hours. The mixture was diluted by 800ml de-ionized
water (DI water). After that, 5% H2O2 was added into the solution until the color of the mixture changed
to brown, indicating fully oxidized graphite was obtained. The as-obtained graphite oxide slurry was re-
dispersed in DI water. Then, the mixture was washed by 0.1M HCl solution to remove SO4
2-
ions. Finally,
the product was washed with DI water to remove the residual acid until the pH was reached to ~7. The
reduction of graphite oxide (r-GO) was carried out by using hydrazine solution under reflux at 100o
C for
24 hours. By cleaning with DI water and filtrating, the r-GO solution was obtained for future analysis.
Several essential steps are shown in figure 1 which has been introduced into solution-based processes
for the fabrication of r-GO. As a result, the r-GO sheets were deposited on a certain substrate to observe
the mapping of deformation, modulus and adhesion of r-GO by means of quantitative nano-mechanical
system.
3. 573Jen-You Chu et al. / Procedia Engineering 36 (2012) 571 – 577
Fig. 1. Flowchart of graphene-synthesis process via chemical reactions.
2.2. Quantitative nano-mechanical atomic force microscopy
In this study, the inspection of quantitative nano-mechanical properties of r-GO were investigated by
using a commercial SPM instrument (Bruker, Multimode) which is named PeakForce-QNM (Quantitative
nano-mechanical) [8, 9]. The principle of PeakForce-QNM is to vibrate the probe in 2 kHz, and fulfill
with entire force curve for each scanning pixels. Thus, the mechanical properties of r-GO could be
independently measured. Figure 2 demonstrates what happens (The history of tip motion) when the
periodically modulated probe interacts with the surface in PeakForce-QNM system. The blue line
represents the measured force on probe during the approach of the tip to the sample, while the purple part
represents the force while the tip moves away from the sample. The time from point A to point E is about
0.5 ms. There is little or no force on the tip when it is far from the surface (point A). As the tip
approaches the surface, the cantilever is pulled down toward the surface by attractive forces (usually van
der Waals, electrostatics, or capillary forces) as represented by the negative force (below the horizontal
axis). At point B, the attractive forces overcome the cantilever stiffness and the tip is pulled to the surface.
The tip then stays on the surface and the repulsive force increases until the Z position of the modulation
reaches its bottom-most position at point C. This is where the peak force occurs. The peak force (force at
point C) during the interaction period is kept constant by the system feedback. The probe then starts to
withdraw and the force decreases until it reaches a minimum at point D. The adhesion is given by the
force at this point. The point where the tip comes off the surface is called the pull-off point. This often
coincides with the minimum force. Once the tip has come off the surface, only long range forces affect
the tip, so the force is very small or zero when the tip-sample separation is at its maximum (point E).
4. 574 Jen-You Chu et al. / Procedia Engineering 36 (2012) 571 – 577
Fig. 2. Principle of PF-QNM operation force vs time representation. Unlike in tapping mode where the amplitude signal is used for
the feedback, the system integrates the maximum peak force value.
Figure 3 illustrates how common mechanical properties, including elastic modulus, adhesion,
deformation, dissipation, are extracted from calibrated force-separation curves. Analysis of the force
curves with other models is possible by capturing raw data with the “High-Speed Data Capture” function.
High-speed data capture provides about 64,000 raw force curves that can be captured at any time during
scanning and can later be correlated with the analyzed data in the image.
Fig. 3. Calculation of the different peak force channels. The peak force not shown here is the step height between the base line and
the turn around point maximum extension point on the y axis. Since such a force curve is recorded for each pixel of the image, the
resolution of all images is the same as for the topographic channel. (512 × 512 in average).
3. Results and Discussion
In this study, we apply a novel quantitative technology which is named PeakForce quantitative nano-
mechanical (PF-QNM) to analyze the reduced-graphene oxide (r-GO) with entire force curve for each
scanning pixel. Therefore, PF-QNM allows different mapping properties such us material deformation,
elastic modulus, adhesion, dissipation to be independently measured, and increasing the whole scanning
speed simultaneously.
The r-GO samples fabricated by Hummers’ method were transferred to Si substrates with 300 nm SiO2
and 6 nm AuPd capped layer (AuPd/SiO2/Si substrate) which make r-GO to be visible [10]. It can
DeformationElastic modulus
Dissipation
Adhesion
Force
Distance
A
B
Force
Time
Peak force Withdraw
Adhesion
Approach
C
D
E
5. 575Jen-You Chu et al. / Procedia Engineering 36 (2012) 571 – 577
determine the r-GO sample position and layer thickness by the optical microscopy from PF-QNM system
accurately.
The scanning results further indicates that the region 1 and 2 demonstrate the resembling thickness in
topographic image which is shown in Fig. 4(a). The cross-section images of region 1 and 2 marked with
dot line (figure 4(b) and 4(c)) from topography showing the value of r-GO thickness in region 1 and 2 are
5.025 nm and 6.707 nm respectively. The thickness of r-GO next to the region 1 is 2.83 nm, which stand
for the layer number of r-GO probably in 3~5. According to the value of r-GO height, we could not know
that the phenomenon of region 1 and 2 are stacking and folding respectively and it still has not enough
evidence.
Fig. 4. (a). Topography (1.5μm × 1.5μm) image of r-GO is scanned by PF-QNM, the specific region 1 and 2 are marked with dot
line. (b). Cross-section line profile of topography in region 1 whose vertical distance is 5.052 nm. (c). and 6.707 nm in region 2.
The deformation image which is shown in Fig. 5(a) shows the different deformation phenomena
between region 1 and 2. The cross-section images of region 1 and 2 marked with dot line (Fig. 5(b) and
5(c)) from deformation image showing the deformation value of r-GO in region 1 and 2 are 0.499 nm and
1.148 nm respectively which appears that the deformation status on region 2 is larger than region 1, it
appears that the region 2 is easier to deform, therefore, we could identify the geometry of region 1 and 2
are stacking and folding respectively.
Fig. 5. (a). Deformation mapping (1.5μm × 1.5μm) from topography image with PF-QNM, the specific region 1 and 2 are marked
with dot line. (b). Cross-section line profile of deformation in region 1 whose deformation value is 0.499 nm. (c). and 1.148 nm in
region 2.
In this study, we used the Derjaguin-Muller-Toporov (DMT) model to obtain the elastic modulus of r-
GO. DMT model is a model for hard and stiff materials with low adhesive forces and small tip radius that
Region 1
Region 2
(a) (b)
Region 1
Region 2
(b)
(c)
(a)
(c)
6. 576 Jen-You Chu et al. / Procedia Engineering 36 (2012) 571 – 577
properly describes the tip–sample interaction [11]. As a result, we called it DMT modulus. In this model,
the tip-sample interaction in the elastic limit is expressed as follows:
2/3
0
*
2
0
2
)(
3
4
6
6
adRE
a
HR
d
HR
f
(1)
where H, R, d, E and a0 are the Hamakar constant, tip radius, transient distance between tip and sample
surface, effective elastic modulus and inter-planar distance of graphite respectively [12]. A negative value
implies an attractive force, whereas a positive value represents a repulsive force. The effective elastic
modulus (E ) in equation (1) is defined as:
1
22
* 11
s
s
t
t
EE
E
(2)
where t and s denote the Poisson ratio of the tip and sample. Et and Es are the elastic modulus of the
tip and sample. Fitting the Force-Distance (F-D) curve using equation (1) gives the Hamakar constant,
therefore, we use the derived constant and parameter to bring into the equation (2). As a result, we could
derive elastic modulus (Es) of the r-GO from DMT model. The corresponding elastic modulus mapping
image which is shown in figure 6(a) shows the different value of modulus between region 1 and 2. The
cross-section images of region 1 and 2 marked with dot line (Fig. 6(b) and 6(c)) from elastic modulus
image showing the value of modulus in region 2 is lower than region 1. Therefore, it indicates the region
2 is softer than region 1. We could determine that the region 1 of r-GO is stacking and the other region is
folding. Region 2 displays a soft phenomenon, it present soft feature. As a result, it could be a folded
characteristic of r-GO. Consequently, the elastic modulus mapping approved again that the phenomenon
of region 1 and 2 are stacking and folding respectively.
Fig. 6. (a). DMT modulus mapping (1.5μm × 1.5μm) from topography image with PF-QNM, the specific region 1 and 2 are marked
with dot line. (b). Cross-section line profile of DMT modulus mapping in region 1. (c). and in region 2.
The adhesion force mapping is shown in Fig. 7(a), in which the cross-section images of region 1 and 2
marked with dot line (Fig. 7(b) and 7(c)) from adhesion image. Due to the same materials and the folding
and stacking of r-GO have no differentiation from the mapping, it indicates that variation of adhesion
force between r-GO and silicon tip are not apparently. However, the adhesion force in r-Go is larger than
Region 1
Region 2
(b)
(c)
(a)
If d a0
If d a0
7. 577Jen-You Chu et al. / Procedia Engineering 36 (2012) 571 – 577
substrate, which indicates the r-GO region is more sticky than substrate. It could be used to recognize the
substrate and r-GO effectively.
Fig. 7. (a). Adhesion mapping (1.5μm × 1.5μm) from topography image with PF-QNM, the specific region 1 and 2 are marked with
dot line. (b). Cross-section line profile of adhesion in region 1 and (c). in region 2.
4. Conclusions
The atomic force microscope has long been recognized as a useful tool for measuring mechanical
properties of materials. However, it has been impossible to achieve truly quantitative material property
mapping with the resolution and convenience. In this study, we apply a novel quantitative nano-
mechanical AFM named PeakForce-QNM to analyze the mechanical properties of r-GO. From the results,
we could distinguish the quantitative mechanical information of r-GO easily. In fact, this novel method
breakthroughs the traditional AFM which is difficult to measure surface mechanical properties and gets
the mechanical images quickly. It will be very useful for the inspection of graphene material and the
research of soft materials.
Acknowledgements
The authors gratefully acknowledge funding from the Industrial technology research institute/ Material
and chemical laboratory of Taiwan, ROC. (Project No. A354DA1110).
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(b)
(c)
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