Numerical Simulation of Gaseous Microflows by Lattice Boltzmann MethodIDES Editor
This work is concerned with application of the
Lattice Boltzmznn Method (LBM) to compute flows in microgeometries.
The choice of using LBM for microflow simulation
is a good one owing to the fact that it is based on the Boltzmann
equation which is valid for the whole range of the Knudsen
number. In this work LBM is applied to simulate the pressure
driven microchannel flows and micro lid-driven cavity flows.
First, the microchannel flow is studied in some details with
the effects of varying the Knudsen number, pressure ratio
and Tangential Momemtum Accomodation Coefficient
(TMAC). The pressure distribution and other parameters are
compared with available experimental and analytical data
with good agreement. After having thus established the
credibility of the code and the method including boundary
conditions, LBM is then used to investigate the micro liddriven
cavity flow. The computations are carried out mainly
for the slip regime and the threshold of the transition regime.
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.
Numerical Simulation of Gaseous Microflows by Lattice Boltzmann MethodIDES Editor
This work is concerned with application of the
Lattice Boltzmznn Method (LBM) to compute flows in microgeometries.
The choice of using LBM for microflow simulation
is a good one owing to the fact that it is based on the Boltzmann
equation which is valid for the whole range of the Knudsen
number. In this work LBM is applied to simulate the pressure
driven microchannel flows and micro lid-driven cavity flows.
First, the microchannel flow is studied in some details with
the effects of varying the Knudsen number, pressure ratio
and Tangential Momemtum Accomodation Coefficient
(TMAC). The pressure distribution and other parameters are
compared with available experimental and analytical data
with good agreement. After having thus established the
credibility of the code and the method including boundary
conditions, LBM is then used to investigate the micro liddriven
cavity flow. The computations are carried out mainly
for the slip regime and the threshold of the transition regime.
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.
Michael Nieves.
We consider a transition wave that propagates inside a discrete periodic structure, composed of massless beams and periodically placed masses, as a result of energy supplied by a remote point load. This scenario may represent the collapse of a civil engineering structure, such as a rooftop or a bridge, due to some unwanted vibrations.
A summary of analytical results, obtained using the Wiener-Hopf technique, concerning the dynamic behaviour of the structure during the collapse is given.
The structure’s dispersive nature is then used to reveal the steady-state collapse speeds observed in numerical simulations. We show that average speed of collapse propagation is a continuous function of the load amplitude and identify intervals when steady-state propagation occurs. Outside these intervals, the collapse propagates non-steadily, and can oscillate rapidly. Here the collapse can occur in small bursts or clusters and for large load amplitudes it possesses what was recently discovered as a forerunning propagation.
Michael Nieves gratefully acknowledges the support of the EU H2020 grant MSCA-IF-2016-747334-CAT-FFLAP.
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.
Application of DRP scheme solving for rotating disk-driven cavityijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
The enhancement of sub-barrier fusion has been interpreted due to coupling between the relative motion and other degrees of freedom. The coupling gives rise to the distribution of fusion barriers and passage over the lowest barrier which is responsible for fusion enhancement at energies below the barrier. There are several orders of magnitude could be considered due to the tunneling through the barrier. The barrier height could be deduced from the measured cross section data for different energies, as well as using many empirical forms for incomplete and complete fusion of two massive nuclei. Firstly, we present a formula for barrier height (ODEFF) and check, over wide ranges of interacting pairs the percentage agreement with those calculated or measured values for all pairs within ZP ZT ≤ 3000. Secondly, the more recently measured excitation functions are studied using four models of nuclear forces, indicating that most of them can be used for wide energy range while the others failed to do so .We refer this notice to the theory deducing the model . For this, the 14 undertaken pairs recover the range18 ≤ ZP ZT ≤ 1320
Numerical modeling and analysis of slabsIjrdt Journal
This paper presents numerical modelling of slabs, linear modelling and analyzing of two way slab in a finite element based programming software ATENA and comparing with SAP for accuracy, The difference in result came to 14.3% hence, tolerable. Considering this, further nonlinear modelling and analysis is done in ATENA for one way and two way rectangular slabs, which includes both material and geometric modelling.Flexural load is applied for analysis of one way and two way slab. The displacement contour and crack pattern of slabs is presented which shows the appropriate behavior of slabs.
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.
Periodic material-based vibration isolation for satellitesIJERA Editor
The vibration environment of a satellite is very severe during launch. Isolating the satellitevibrations during
launch will significantly enhance reliability and lifespan, and reduce the weight of satellite structure and
manufacturing cost. Guided by the recent advances in solid-state physics research, a new type of satellite
vibration isolator is proposed by usingperiodic material that is hence called periodic isolator. The periodic
isolator possesses a unique dynamic property, i.e., frequency band gaps. External vibrations with frequencies
falling in the frequency band gaps of the periodic isolator are to be isolated. Using the elastodynamics and the
Bloch-Floquet theorem, the frequency band gaps of periodic isolators are determined. A parametric study is
conducted to provide guidelines for the design of periodic isolators. Based on these analytical results, a finite
element model of a micro-satellite with a set of designed periodic isolators is built to show the feasibility of
vibration isolation. The periodic isolator is found to be a multi-directional isolator that provides vibration
isolation in the three directions.
APEX INSTITUTE was conceptualized in May 2008, keeping in view the dreams of young students by the vision & toil of Er. Shahid Iqbal. We had a very humble beginning as an institute for IIT-JEE / Medical, with a vision to provide an ideal launch pad for serious JEE students . We actually started to make a difference in the way students think and approach problems. We started to develop ways to enhance students IQ. We started to leave an indelible mark on the students who have undergone APEX training. That is why APEX INSTITUTE is very well known of its quality of education
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.
Michael Nieves.
We consider a transition wave that propagates inside a discrete periodic structure, composed of massless beams and periodically placed masses, as a result of energy supplied by a remote point load. This scenario may represent the collapse of a civil engineering structure, such as a rooftop or a bridge, due to some unwanted vibrations.
A summary of analytical results, obtained using the Wiener-Hopf technique, concerning the dynamic behaviour of the structure during the collapse is given.
The structure’s dispersive nature is then used to reveal the steady-state collapse speeds observed in numerical simulations. We show that average speed of collapse propagation is a continuous function of the load amplitude and identify intervals when steady-state propagation occurs. Outside these intervals, the collapse propagates non-steadily, and can oscillate rapidly. Here the collapse can occur in small bursts or clusters and for large load amplitudes it possesses what was recently discovered as a forerunning propagation.
Michael Nieves gratefully acknowledges the support of the EU H2020 grant MSCA-IF-2016-747334-CAT-FFLAP.
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.
Application of DRP scheme solving for rotating disk-driven cavityijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
The enhancement of sub-barrier fusion has been interpreted due to coupling between the relative motion and other degrees of freedom. The coupling gives rise to the distribution of fusion barriers and passage over the lowest barrier which is responsible for fusion enhancement at energies below the barrier. There are several orders of magnitude could be considered due to the tunneling through the barrier. The barrier height could be deduced from the measured cross section data for different energies, as well as using many empirical forms for incomplete and complete fusion of two massive nuclei. Firstly, we present a formula for barrier height (ODEFF) and check, over wide ranges of interacting pairs the percentage agreement with those calculated or measured values for all pairs within ZP ZT ≤ 3000. Secondly, the more recently measured excitation functions are studied using four models of nuclear forces, indicating that most of them can be used for wide energy range while the others failed to do so .We refer this notice to the theory deducing the model . For this, the 14 undertaken pairs recover the range18 ≤ ZP ZT ≤ 1320
Numerical modeling and analysis of slabsIjrdt Journal
This paper presents numerical modelling of slabs, linear modelling and analyzing of two way slab in a finite element based programming software ATENA and comparing with SAP for accuracy, The difference in result came to 14.3% hence, tolerable. Considering this, further nonlinear modelling and analysis is done in ATENA for one way and two way rectangular slabs, which includes both material and geometric modelling.Flexural load is applied for analysis of one way and two way slab. The displacement contour and crack pattern of slabs is presented which shows the appropriate behavior of slabs.
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.
Periodic material-based vibration isolation for satellitesIJERA Editor
The vibration environment of a satellite is very severe during launch. Isolating the satellitevibrations during
launch will significantly enhance reliability and lifespan, and reduce the weight of satellite structure and
manufacturing cost. Guided by the recent advances in solid-state physics research, a new type of satellite
vibration isolator is proposed by usingperiodic material that is hence called periodic isolator. The periodic
isolator possesses a unique dynamic property, i.e., frequency band gaps. External vibrations with frequencies
falling in the frequency band gaps of the periodic isolator are to be isolated. Using the elastodynamics and the
Bloch-Floquet theorem, the frequency band gaps of periodic isolators are determined. A parametric study is
conducted to provide guidelines for the design of periodic isolators. Based on these analytical results, a finite
element model of a micro-satellite with a set of designed periodic isolators is built to show the feasibility of
vibration isolation. The periodic isolator is found to be a multi-directional isolator that provides vibration
isolation in the three directions.
APEX INSTITUTE was conceptualized in May 2008, keeping in view the dreams of young students by the vision & toil of Er. Shahid Iqbal. We had a very humble beginning as an institute for IIT-JEE / Medical, with a vision to provide an ideal launch pad for serious JEE students . We actually started to make a difference in the way students think and approach problems. We started to develop ways to enhance students IQ. We started to leave an indelible mark on the students who have undergone APEX training. That is why APEX INSTITUTE is very well known of its quality of education
Primordial black holes from scalar field evolution in the early universeSérgio Sacani
Scalar condensates with large expectation values can form in the early universe, for example,
in theories with supersymmetry. The condensate can undergo fragmentation into Q-balls before
decaying. If the Q-balls dominate the energy density for some period of time, statistical fluctuations
in their number density can lead to formation of primordial black holes (PBH). In the case of
supersymmetry the mass range is limited from above by 1023g. For a general charged scalar field,
this robust mechanism can generate black holes over a much broader mass range, including the black
holes with masses of 1–100 solar masses, which is relevant for LIGO observations of gravitational
waves. Topological defects can lead to formation of PBH in a similar fashion.
TRANSIENT ANALYSIS OF PIEZOLAMINATED COMPOSITE PLATES USING HSDTP singh
Piezoelectric materials have excellent sensing and actuating capabilities have made them the most practical smart materials to integrate with laminated structures. Integrated structure system can be called a smart structure because of its ability to perform self-diagnosis and quick adaption to environment changes. An analytical procedure has been developed in the work based on higher order shear deformation theory subjected to electromechanical loading for investigating transient characteristics of smart material plates. For analysis two displacement models are to be considered i.e., model-1 accounts for strain in thickness direction is zero whereas in model-2 in-plane displacements are expanded as cubic functions of the thickness coordinate. Navier’s technique has been adopted for obtaining solutions of anti-symmetric cross–ply and angle-ply laminates of both model-1 and model-2 with simply supported boundary conditions. For obtaining transient response of a laminated composite plate attached with piezoelectric layer Newmark’s method has been used. Effect of thickness coordinate of composite laminated plates attached with piezoelectric layer subjected to electromechanical loadings is studied.
Numerical Simulation of Gaseous Microflows by Lattice Boltzmann MethodIDES Editor
This work is concerned with application of the
Lattice Boltzmznn Method (LBM) to compute flows in microgeometries.
The choice of using LBM for microflow simulation
is a good one owing to the fact that it is based on the Boltzmann
equation which is valid for the whole range of the Knudsen
number. In this work LBM is applied to simulate the pressure
driven microchannel flows and micro lid-driven cavity flows.
First, the microchannel flow is studied in some details with
the effects of varying the Knudsen number, pressure ratio
and Tangential Momemtum Accomodation Coefficient
(TMAC). The pressure distribution and other parameters are
compared with available experimental and analytical data
with good agreement. After having thus established the
credibility of the code and the method including boundary
conditions, LBM is then used to investigate the micro liddriven
cavity flow. The computations are carried out mainly
for the slip regime and the threshold of the transition regime.
Artigo que descreve o trabalho feito com o Chandra nos aglomerados de galáxias de Perseus e Virgo sobre a descoberta de uma turbulência cósmica que impede a formação de novas estrelas.
Investigation of Steady-State Carrier Distribution in CNT Porins in Neuronal ...Kyle Poe
In this work, the carrier distribution of a carbon nanotube inserted into the spinal ganglion neuronal membrane is examined. After primary characterization based on previous work, the nanotube is approximated as a one-dimensional system, and the Poisson and Schrödinger equations are solved using an iterative finite-difference scheme. It was found that carriers aggregate near the center of the tube, with a negative carrier density of ⟨ρn⟩ = 7.89 × 10^13 cm−3 and positive carrier density of ⟨ρp⟩ = 3.85 × 10^13 cm−3. In future work, the erratic behavior of convergence will be investigated.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
2. the Cu NWs under large strain. We also investigate the effect of wire size
and phonon instability of bulk Cu along Bain path. Finally, Section 4
summarizes the results.
2. Computational details
2.1. Simulation method
First-principle (ab initio) simulations for tensile strain of Cu NWs are
performed. We use Quantum-ESPRESSO (QE) package [17] for first-
principle calculations, which is a full DFT [18,19] and DFPT [20,21] sim-
ulation package using a plane-wave basic set with pseudopotentials.
The Rabe–Rappe–Kaxiras–Joannopoulos (RRKJ) [22] type ultrasoft
pseudopotentials with an energy cutoff of 35 Ry for the wave functions.
Hermite–Gaussian smearing [23] with an energy width of 0.03 Ry is
adopted for the self-consistent calculations. The exchange–correlation
energy is evaluated by general-gradient approximation (GGA) using
the Perdew–Burke–Ernzerhof (PBE) [24] function. The dynamical
matrices are calculated based on DFPT within the linear response.
2.2. Models and simulation procedure
Fig. 1(a) shows the simulation models of the unit cell inside FCC bulk
Cu. Fig. 1(b), (c) shows the supercell of Cu NW with an initial 〈100〉 axis
and {110} side surfaces. The Cu NW has the cross section in which three
a0=
ffiffiffi
2
p
 a0=
ffiffiffi
2
p
 a0 unit cells are arranged in the [110] and 110
h i
directions, which is denoted as a 3 × 3 NW. Here, a0 is the theoretical lat-
tice constant of FCC bulk Cu (a0 = 3.673 Å). Since periodic boundary
condition is applied for three dimensions in all models, the thickness
of vacuum region is set to four times a0 perpendicular to the wire axis
to avoid undesirable interactions from neighbouring NWs. Thus, the
supercell dimensions in the cross section and axial direction are initially
set to 3=
ffiffiffi
2
p
þ 4
a0 and a0, respectively. We also investigate smaller
the Cu NWs with the cross sections of 2 × 2 and 1 × 1 cells in the
same manner to elucidate finite-size effect. The k-point grids in the
Brillouin-zone selected according to the Monkhorst–Pack method [25]
are a 14 × 14 × 14, 4 × 4 × 14, 3 × 3 × 14, and 2 × 2 × 14 for the bulk
Cu, 1 × 1 NW, 2 × 2 NW and 3 × 3 NW models, respectively. For the
DFPT phonon calculations, we used a primitive cell of the bulk Cu with
dynamical matrices are calculated on a 6 × 6 × 6 q-point.
To simulate the effect of tensile strain in the Cu NWs, first, the
models are fully relaxed by using the Broyden–Fretcher–Goldfarb–
Shanno (BFGS) minimization method for the atomic positions, and cell
dimensions in the z direction. These models are considered as the equi-
librium structures when all the Hellmann–Feynman forces and the
normal components of the stress σzz are less than 5.0 × 10−4
Ry/a.u.
and 1.0 × 10−2
GPa, respectively. Then the loading strain is applied to
the models by elongating the simulation cell along the z direction
with an increment of 2%. After each increment of the strain, the atomic
structure is fully relaxed under fixed cell dimensions. Similarly, the
unloading is applied to the models with a decrement of 2%.
3. Results and discussion
3.1. The FCC and BCT structures of bulk Cu
Fig. 2 shows the Bain path energies and stresses in the z direction,
σzz, for the bulk Cu as a function of tetragonality c/a. Where c and a
denote the lattice spacings in the z and x (or y) directions, respectively
[see the schematic illustration in Fig. 2]. In this calculation, c was fixed
and a was relaxed to satisfy the stress conditions σxx = σyy = 0 and
σzz ≠ 0 for each step of strain. The energy curve in the Bain path has a
deep minimum at c=a ¼
ffiffiffi
2
p
, corresponding to the FCC structure. A
shallow energy minimum is also found at c/a = 0.97 b 1, which is a
sign for the existence of the BCT structure. These results are also consis-
tent with the previous theoretical studies [11,26,27]. In addition, the re-
sult shows that both the FCC and BCT structures exist in the states with
zero-stress components. The BCT structure has a local energy minimum,
but it is not sufficient to confirm the structure in stability. A crystal
structure is considered as the stable or metastable structure only
when the soft phonon modes, elastic and other instabilities do not
occur. To examine the stability of the structures, the phonon frequencies
for both the FCC and BCT ones were calculated. The phonon dispersion
curves for the FCC structure [Fig. 3(a)] is in good agreement with the
experimental data [28]. The result shows that the FCC structure is stable
with all the positive phonon modes. In contract, the BCT structure is in-
stability related to the soft phonon mode: the transverse branch Γ → X
Fig. 1. (a) The simulation model of a unit cell inside FCC bulk Cu. (b) side views and
(c) cross sectional of supercell of Cu NW with a 3 × 3 cell cross section. The NW has a
〈100〉 axis and {110} side surfaces. The solid black box represents the supercell.
2 N.T. Hung, D. Van Truong / Surface Science 641 (2015) 1–5
3. ([110] direction in the Brillouin-zone) with a polarization along [110]
[Fig. 3(b)]. The slopes of this soft phonon curve are proportional to
square root of the shear elastic constant C66 [29]. This elastic constant
is reported as negative value (C66 = −78 GPa) [11] for BCT structure
using DFT–GGA. Since the instabilities are corresponding to the soft
phonon modes and negative elastic constants, the BCT structure is
unstable along [110] direction.
3.2. FCC–BCT transition of Cu nanowires
It is well known that the cross section diameter size of NWs is in-
versely proportional to surface stress. If the cross section diameter is
small enough, the large tensile surface stresses exist in the wire surfaces,
and cause the contract phenomenon of the NWs. A critical cross section
diameter has calculated about 2.44 nm by ab initio simulation for the
〈100〉/{100} Cu NWs [11]. In order to determine the critical cross section
diameter, Dc, of the 〈100〉/{110} Cu NWs, the surface stress of the Cu
with the {110} surfaces was considered, in which the Cu(110) surface
model with the slab geometries of 12 atomic layers was used. The
vacuum thickness was set to 12 Å between the periodic slabs and a
k-point sampling was 14 × 14 × 1. First, the surface stress, f, is defined as
f ¼
1
2
h Δ σ ð1Þ
where h is the height of the slab, the 1
/2 factor arises from the two
terminated surfaces of the slab, and Δσ is difference in the total stress
in the x and y directions between the slab and the reference bulk.
Second, Dc can be estimated as
Dc ¼
4f
σc
ð2Þ
where σc is the critical stress, which can be a main cause of the FCC–BCT
transition in the bulk Cu [Fig. 2]. The result obtained shows that the
critical diameter Dc is equal to 1.38 nm with the surface stress
f = 1.22 N/m and the critical stress σc = 3.45 GPa. The critical diameter
of the 〈100〉/{110} Cu NWs is lower than that of the 〈100〉/{100} Cu
NWs. This can be explained as the {110} surfaces have lower energy
and smaller surface area than those of the {100} surfaces [30]. Since
the cross sectional diameters D of the 1 × 1, 2 × 2, and 3 × 3 NWs are
smaller than the critical diameter (D b Dc = 1.38 nm), they can be spon-
taneously relaxed. The obtained results of the cross sectional diameters
of the models are recorded in Table 1.
Fig. 4 shows the unrelaxed and relaxed configurations of the Cu NW
with the cross section 3 × 3 cell. Only two adjacent layers of atoms are
showed as the layers repeating in an AB-stacking sequence with the dif-
ferent colours. After relaxation, the contraction in the axial direction is
up to 28% while the isotropic expansion in the lateral directions is
about 12% with a square cross sectional shape. This shows a transition
from the initial FCC to the BCT structures of 〈100〉/{110} Cu NWs,
which is similar to the FCC–BCT transition of Au NWs [11]. In contrast,
for the 〈100〉/{100} Cu NWs, MD simulation [12,14] has shown that a
reorientation occurs, the 〈110〉/{111} wire with the cross section of
rhombus is established. This may be explained by the change of the
atomic positions in the {100} and {110} surfaces under spontaneously
relaxing [Fig. 5]. The lattice structure of the {100} surface [Fig. 5a] can
be reconstructed into the hexagonal close-packed (HCP) lattice of
{111} surface while the {110} surface [Fig. 5b] cannot be reconstructed
under contraction. Thus, the Cu NW models designed with the initial
〈100〉 axis and {110} surfaces only exhibit the structural transition
instead of the reorientation mechanism.
3.3. Pseudoelasticity of Cu nanowires
Fig. 6 shows the tetragonality of the lattice c/a around the edge,
surface, and inner cells in the 3 × 3 NW as a function of the axial tensile
strain, εzz. Where the edge, surface, and inner cells are denoted by
different colours [see the schematic illustration in Fig. 6]. The
tetragonality c/a b 1 when no strain is applied, indicating that the 3 × 3
NW is in the BCT structure. As the axial strain is applied, the tetragonality
increases almost linear. The slope of the edge and surface cells are similar
and larger than that of inner. For the tensile strain over 36–38%, c=aN
ffiffiffi
2
p
,
indicating that the 3 × 3 NW is in the face-centred-tetragonal (FCT)
structure. This shows that the structure of the Cu NWs is transformed
from the BCT to the FCT under the large tensile strain.
Fig. 7 shows the changes of the atomistic and the electronic configu-
rations on the (110) plane of the 〈100〉/{110} Cu NW in the cross section
of 3 × 3 cell. At no strain (εzz = 0.00), the Cu NW shows the BCT struc-
ture with the strong Cu–Cu bonds, α, emphasized by the white solid
lines. The α-bond length is equal to the lattice constant c and longitudi-
nal. At the tensile strain εzz of 0.40, the Cu NW shows the FCT structure
Fig. 2. Bain path energies per atom and stresses σzz for the bulk Cu as a function of
tetragonality c/a, when c and a denote the lattice spacings in the lateral z and x (or y)
directions, respectively. The vertical dashed lines represent the position of the FCC
c=a ¼
ffiffiffi
2
p
and BCT (c/a = 0.97 b 1) structures corresponding to the local minimum
and at zero stress.
Fig. 3. DFPT calculated phonon frequencies for (a) FCC and (b) BCT structures for Cu bulk.
The negative vertical axis was used to plot the imaginary frequencies.
Table 1
Equilibrium configurations of the Cu NWs.
NW Diameter D (nm) Length L (nm)
Initial Equilibrium Initial Equilibrium
1 × 1 0.260 0.293 0.367 0.253
2 × 2 0.520 0.585 0.367 0.261
3 × 3 0.779 0.869 0.367 0.264
3N.T. Hung, D. Van Truong / Surface Science 641 (2015) 1–5
4. with the strong β-bonds formed. The β-bond length is equal to the
lattice constant a and transverse. The transition of the strong bonds
from the α-bonds into β-bonds is related the BCT–FCT transition of
the Cu NWs under the tensile strain.
Fig. 8 shows the stress–strain curve during the uniaxial loading and
unloading of the 1 × 1, 2 × 2, and 3 × 3 NWs. Three distinctive stages of
response during loading (Ai → Bi, Bi → Ci and Ci → Di, i = 1, 2, 3) are ob-
served. The first stage (Ai → Bi) corresponds to the elastic strain of the
BCT structure up to about 8–10%. A recent experiment [31] has shown
that the Cu NW with a diameter of ~ 5.8 nm has the maximum elastic
strain about 7.2%. The stress–strain curves of the 1 × 1, 2 × 2, and
3 × 3 NWs also show that “smaller is stronger and more elastic”. From
point Bi to Ci, the inelastic strain appears, which can be due to the
transition from the BCT into FCT structures. The non-smooth fluctua-
tions can be derived from the sensitivity on the reconstructed surface
structure during the BCT–FCT transition. The next stage (Ci → Di)
corresponds to the elastic strain of the FCT structure up to 88%, 68%,
and 66% for the 1 × 1, 2 × 2, and 3 × 3 NWs, respectively. From the
point Di, the fracture of Cu NWs is initiated. The fractured strain of the
nanowires about 50% has been observed by the experiments [32,33].
The unloading paths from the points Di to Ai show that the 1 × 1,
2 × 2, and 3 × 3 NWs at the high strains can recover their original shapes
when unloading. Therefore, the loading and unloading paths can form a
reversible switching between the BCT and FCT structures. The BCT–FCT
switch is a key to explain the pseudoelastic effects of the 〈100〉/{110} Cu
NWs.
4. Conclusion
Ab initio density-functional theory calculations with the general-
gradient approximation have been carried out to investigate the
structural transitions of Cu nanowires with the 〈100〉 axis and {110}
side surfaces under the intrinsic surface stress and large tensile strain.
The obtained results could be summarized below.
The bulk Cu can exist in both the FCC and BCT structures with the local
energy minimums and zero stress components. The FCC structure is
stable with all the positive phonon modes while the BCT structure is in-
stabilities related to the soft phonon mode carrying the negative energy.
Those are consistent with the previous theoretical studies [11,26,27].
Since the 1 × 1, 2 × 2, and 3 × 3 NWs have the cross sectional
diameters smaller than the critical diameter (Dc = 1.38 nm), they can
Fig. 4. (a) Cross-sections and (b) slide views of the unrelaxed and relaxed configurations
of the Cu NW with a cross section of 3 × 3 cells. Only two adjacent lattice planes of
atoms are shown, and atoms in different lattice planes are shown in different colours.
Fig. 5. The change atomic positions in the {100} and {110} surface under spontaneously
relaxing. The lattice structure of the {100} surface can be reconstructed into the {111}
surface (a) while the {110} surface cannot be reconstructed (b) under contraction.
Fig. 6. Tetragonality of lattice c = a around the edge, surface, and inner cells in the 3 × 3
NW as a function of axial tensile strain εzz. The edge, surface, and inner cells are denoted
by different colours.
Fig. 7. Change in atomic structures and charge density distributions on the (110) plane of
the 3 × 3 NW under tensile strain. The blue spheres indicate Cu atoms and the strong
Cu–Cu bonds are drawn with white solid lines. Units in a. u. −3
. (For interpretation of
the references to color in this figure legend, the reader is referred to the web version of
this article.)
4 N.T. Hung, D. Van Truong / Surface Science 641 (2015) 1–5
5. be spontaneously relaxed. This contraction leads to the structural
transition instead of the reorientation observed in the 〈100〉/{100} Cu
NWs [12,14]. The difference between the 〈100〉/{110} Cu NWs and
〈100〉/{100} Cu NWs under spontaneously relaxing may be due to
their different side surfaces. Therefore, the mechanical properties of
the Cu NWs depend not only on diameter size but also side surface.
The stress–strain curves of the 1 × 1, 2 × 2, and 3 × 3 NWs show that
“smaller is stronger and more elastic”. The Cu NWs are ultrahigh
strength and ultrahigh elastic strain because there is contribution of
three different behavioural states, as the elastic of the BCT structure,
the inelastic of the BCT–FCT structure and elastic of the FCT structure
in both the loading and unloading. The reversible switching between
the BCT and FCT structures is a key to explain the pseudoelastic effects
of the 〈100〉/{110} Cu NWs.
Acknowledgements
This work was supported by the Vietnam's National Foundation
for Science and Technology Development (NAFOSTED) with
No.107.02.2012.20.
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Fig. 8. The curves connected to the origin are the equivalent stress versus axial tensile
strain during loading and unloading of the 1 × 1, 2 × 2, and 3 × 3 NWs, respectively.
5N.T. Hung, D. Van Truong / Surface Science 641 (2015) 1–5