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    Laser welding of NiTi shape memory alloy: Comparison of the similar and dissimilar joints to AISI 304 stainless steel

    , Article Optics and Laser Technology ; Volume 54 , 2013 , Pages 151-158 ; 00303992 (ISSN) Mirshekari, G. R ; Saatchi, A ; Kermanpur, A ; Sadrnezhaad, S. K ; Sharif University of Technology
    2013
    Abstract
    The unique properties of NiTi alloy, such as its shape memory effect, super-elasticity and biocompatibility, make it ideal material for various applications such as aerospace, micro-electronics and medical device. In order to meet the requirement of increasing applications, great attention has been given to joining of this material to itself and to other materials during past few years. Laser welding has been known as a suitable joining technique for NiTi shape memory alloy. Hence, in this work, a comparative study on laser welding of NiTi wire to itself and to AISI 304 austenitic stainless steel wire has been made. Microstructures, mechanical properties and fracture morphologies of the... 

    Experimental investigation of square RC column strengthened with near surface mounted GFRP bars subjected to axial and cyclic lateral loads

    , Article Scientia Iranica ; Volume 20, Issue 5 , 2013 , Pages 1361-1371 ; 10263098 (ISSN) Dayhim, N ; Nicknam, A ; Barkhordari, M. A ; Hosseini, A ; Mehdizad, S ; Sharif University of Technology
    Sharif University of Technology  2013
    Abstract
    This article is intended to highlight the effectiveness of longitudinal Glass Fiber Reinforced Polymer (GFRP) bars in combination with GFRP sheets on the flexural capacity of Reinforced Concrete (RC) columns. Seven half-scale RC columns including five strengthened and two control unstrengthened specimens were experimentally tested under axial and cyclic lateral loads. The strengthened columns with two different longitudinal GFRP bar ratios were tested under three different axial load levels. The flexural strength and ductility parameters of the specimens were calculated by obtaining their deformations and measuring the loads from load cells. The experimental results indicate significant... 

    Influence of martensite volume fraction on tensile properties of triple phase ferrite-bainite-martensite steels

    , Article Materials Science and Engineering A ; Volume 530, Issue 1 , 2011 , Pages 440-445 ; 09215093 (ISSN) Zare, A ; Ekrami, A ; Sharif University of Technology
    2011
    Abstract
    This paper presents the effect of martensite volume fraction (VM) on mechanical properties of AISI 4340 steel with ferrite-bainite-martensite microstructures. The steel bars were austenitized at 900°C for 1h followed by intercritical annealing at 740°C for 100min and quenching into a salt bath with temperature of 300°C and holding at different times to obtain triple phase (TP) microstructures with 34vol.% fraction ferrite and various martensite (or bainite) contents. Presence of three phases in adjacent to each other was confirmed by metallographic analysis and TEM studies. TEM observation also indicates higher density of dislocations within ferrite near martensite colonies compared to that... 

    Influence of cold-rolling reduction on retained austenite texture in cold-rolled and intercritically annealed TRIP-assisted steel

    , Article Journal of Applied Crystallography ; Volume 44, Issue 6 , 2011 , Pages 1190-1197 ; 00218898 (ISSN) Emadoddin, E ; Akbarzadeh, A ; Petrov, R ; Kestens, L ; Pirgazi, H ; Sharif University of Technology
    2011
    Abstract
    The newly developed multiphase transformation-induced plasticity (TRIP) steels are of interest for industrial applications because of their excellent combination of high strength and ductility. Their performance can be successfully controlled by designing an optimum balance in the volume fractions of ferrite, bainite and retained austenite. The characteristics of the retained austenite are considered to be the main key to achieving the desired final properties. Against this background, the effects of retained austenite characteristics, such as volume fraction, carbon concentration, size and shape, on the behaviour of TRIP steels have been studied. The crystallographic orientation of the... 

    Microstructure and mechanical properties of an Al-Mg-Si tube processed by severe plastic deformation and subsequent annealing

    , Article Materials Science and Engineering A ; Volume 640 , July , 2015 , Pages 42-50 ; 09215093 (ISSN) Farshidi, M. H ; Kazeminezhad, M ; Miyamoto, H ; Sharif University of Technology
    Elsevier Ltd  2015
    Abstract
    This study is aimed to realize evolution of microstructure and mechanical properties of aluminum 6061 alloy tube subjected to Severe Plastic Deformation (SPD) and subsequent annealing. For this purpose, the tube is initially processed by different passes of an SPD process called Tube Channel Pressing (TCP) and then subjected to a subsequent annealing at 473. °K for 2. h. Afterwards, tension test is used for the evaluation of mechanical properties while Electron Back-Scattered Diffraction (EBSD) equipped Scanning Electron Microscopy (SEM) and Transmission Electron Microscopy (TEM) are utilized for the microstructural characterizations. Results show that the Continuous Static Recrystallization... 

    Effect of starting microstructure through severe plastic deformation and Ultra-Rapid annealing of Low-Carbon steel

    , Article Steel Research International ; Volume 87, Issue 11 , 2016 , Pages 1527-1533 ; 16113683 (ISSN) Mostafaei, M. A ; Kazeminezhad, M ; Sharif University of Technology
    Wiley-VCH Verlag 
    Abstract
    In this research, low-carbon steel sheets with two different microstructures containing carbides (as-received steel) and pearlites (austenitized steel) are subjected to severe plastic deformation (SPD), and ultra-rapid annealing (URA) is applied with the heating rate of 200 °C s−1 up to the intercritical temperature near Ac1. Microstructure of SPDed as-received steel after URA is consisted of fully refined ferrite grains surrounded by fine pearlites; but for SPDed austenitized steel, grain refinement is not observed, and microstructure is consisted of martensite and high fraction of coarse non-recrystallized ferrite. Presence of carbides for SPDed as-received steel leads to strong... 

    Microstructure and mechanical properties improvement by ultra-rapid annealing of severely deformed low-carbon steel

    , Article Materials Science and Engineering A ; Volume 655 , 2016 , Pages 229-236 ; 09215093 (ISSN) Mostafaei, M. A ; Kazeminezhad, M ; Sharif University of Technology
    Elsevier Ltd 
    Abstract
    Ultra-rapid annealing (URA) of deformed low-carbon steel can provide refined microstructure. In this research, severely deformed low-carbon steel is ultra-rapidly annealed to subcritical and intercritical temperature ranges at the heating rates of 75-1800°C/s and then rapidly cooled. Also, conventional annealing by the heating rate of 0.3°C/s is performed at the same temperature ranges. The results show that conventional and subcritical ultra-rapid annealing cannot lead to a fully refined microstructure. High heating rate causes the interaction between recrystallization and transformation as the temperature exceed Ac1 (intercritical temperature range). High kinetics of transformation during... 

    Coreless self-centering braces as retrofitting devices in steel structures

    , Article Journal of Constructional Steel Research ; Volume 133 , 2017 , Pages 485-498 ; 0143974X (ISSN) Attari Dezfuli, M ; Dolatshahi, K. M ; Mofid, M ; Sadeghi Eshkevari, S ; Sharif University of Technology
    Elsevier Ltd  2017
    Abstract
    Conventional lateral resisting systems can provide sufficient strength and ductility for design based earthquakes, although the considerable residual deformation remaining in the plasticized regions undermines the resiliency of the structures. In order to resolve this problem, various self-centering systems have been proposed and tested in recent years, most of which are specified for new buildings and are not simply suitable for retrofitting applications. Moreover, the available self-centering systems are costly and complex to assemble, which can be considered as a serious barrier for practical application. To address these drawbacks, an innovative Core-Less Self-Centering (CLSC) brace is... 

    Effect of chemical composition and affinity on the short- and medium-range order structures and mechanical properties of Zr-Ni-Al metallic glass

    , Article Journal of Non-Crystalline Solids ; Volume 456 , 2017 , Pages 68-75 ; 00223093 (ISSN) Jafary Zadeh, M ; Tavakoli, R ; Koh, J. J ; Aitken, Z. H ; Zhang, Y. W ; Sharif University of Technology
    Elsevier B.V  2017
    Abstract
    Previous studies have shown that a small variation in the chemical composition of metallic glasses (MGs) can drastically alter their strength and ductility. However, the underlying structural origin and atomistic mechanisms remain unclear. Using large-scale molecular dynamics simulations, we studied the effect of chemical composition and affinity on the microstructure and deformation behaviour of Zr50Ni50 − xAlx MG by varying the value of x in the range of 5 ≤ x ≤ 25 (at.%). We show that an increase in x is able to strengthen and embrittle the material. In particular, a ductile (homogeneous deformation) to brittle (shear banding) transition occurs at x ~ 15. To reveal the structural origin,... 

    Microstructure and mechanical properties of friction stir welded ferrite-martensite DP700 steel

    , Article Materials Science and Engineering A ; Volume 737 , 2018 , Pages 213-222 ; 09215093 (ISSN) Mahmoudiniya, M ; Kokabi, A. H ; Kheirandish, S ; Kestens, L. A. I ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    In the present work, friction stir welding technique was applied on 2 mm thick ferrite-martensite DP700 steel sheets at rotational speeds of 600, 800 and 1000 rpm. The microstructure and mechanical properties of the welds were evaluated. It was found that Zener-Hollomon parameter decreased with increasing rotational speed that leads to grain coarsening in the stir zone. It was also found that increment of rotational speed increased softening phenomenon in sub-critical heat affected zone. The results also showed that the presence of WC particles in the stir zone, which was due to the tool wear, as well as formation of a soft ferrite band degrade the tensile properties at rotational speed of... 

    Shear behavior of ultra-high performance concrete

    , Article Construction and Building Materials ; Volume 183 , 2018 , Pages 554-564 ; 09500618 (ISSN) Pourbaba, M ; Joghataie, A ; Mirmiran, A ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    The application of ultra-high performance concrete (UHPC) as an alternative to conventional/normal concrete (NC) has grown rapidly in recent years. However, there is limited knowledge on its shear behavior, which is essential for developing design guidelines for structural applications. A detailed parametric study was conducted on 38 beam specimens, half of which were made of UHPC and the other half made of NC. To ensure applicability of findings, two types of UHPC mixes were used, a proprietary and a generic mix. Eighteen of the beams were prepared and tested in Tabriz, Iran, while the other 20 were made and tested in Miami, FL. Test parameters included type of concrete (UHPC and NC), shear... 

    Seismic behavior of concrete moment frame reinforced with GFRP bars

    , Article Composites Part B: Engineering ; Volume 163 , 2019 , Pages 324-338 ; 13598368 (ISSN) Aliasghar Mamaghani, M ; Khaloo, A ; Sharif University of Technology
    Elsevier Ltd  2019
    Abstract
    In this research, four types of concrete moment frame were designed with glass fiber reinforced polymer (GFRP) bars according to ACI 440.1R-15 and the seismic behavior was assessed using pushover analysis. The frames were three and five stories with two and three bays. A computer code was developed to calculate the amount of fiber reinforced polymer bars in beams of the frames. In order to evaluate nonlinear behavior in plastic hinge regions, sections of beams and columns were analyzed on the basis of moment-curvature diagram and also P-M interaction curve for columns. Performance levels of frames were determined considering ATC-40 criteria. Behavior of concrete moment frames reinforced with... 

    Seismic reliability analysis of steel moment-resisting frames retrofitted by vertical link elements using combined series–parallel system approach

    , Article Bulletin of Earthquake Engineering ; 24 November , 2020 Mohsenian, V ; Hajirasouliha, I ; Filizadeh, R ; Sharif University of Technology
    Springer Science and Business Media B.V  2020
    Abstract
    The eccentric bracing system equipped with vertical links is capable of providing high levels of stiffness, strength and ductility, and therefore, can be efficiently used for seismic retrofit of existing structures. This study aims to investigate the seismic reliability of steel moment-resisting frames retrofitted by this system using a novel combined series–parallel system approach. The seismic response of 4, 8 and 12-storey steel moment-resisting frames (MRFs) are evaluated under a set of design basis earthquakes (DBE) before and after retrofitting intervention. Adopting an engineering demand parameter approach (EDP-Based) for reliability assessment and development of analytical models for... 

    Friction stir welding of advanced high strength dual phase steel: Microstructure, mechanical properties and fracture behavior

    , Article Materials Science and Engineering A ; Volume 769 , January , 2020 Mahmoudiniya, M ; Kokabi, A. H ; Goodarzi, M ; Kestens, L. A. I ; Sharif University of Technology
    Elsevier Ltd  2020
    Abstract
    In this study, butt welds of an advanced high strength dual phase steel were fabricated using friction stir welding at a constant rotational speed of 800 rpm and different transverse speeds of 100, 150 and 200 mm/min. It was observed that sound welds can be obtained at transverse speeds of 100 and 150 mm/min. At transverse speed of 100 mm/min, the entire stir zone processed at temperatures higher than Ac3. By increasing transverse speed to 150 mm/min, temperature in the bottom region of the stir zone lied between Ac1 and Ac3, while the middle and the top regions experienced temperatures higher than Ac3. The lower peak temperature in the bottom region of the stir zone resulted in finer and... 

    Effect of liquation on the tensile properties of cast Mg–9Al–1Zn Alloy fusion welds

    , Article Science and Technology of Welding and Joining ; Volume 25, Issue 8 , 2020 , Pages 698-705 Pouranvari, M ; Jiryaei Sharahi, H ; Movahedi, M ; Sharif University of Technology
    Taylor and Francis Ltd  2020
    Abstract
    This paper aims at understanding the role of liquation and solidification phenomena on the tensile properties of arc welded cast AZ91 magnesium alloy. Owing to its refined microstructure, the fusion zone exhibited improved ductility/strength compared to the base metal. It is demonstrated that the partially melted zone (PMZ) which is characterised by constitutional liquation of eutectic β-Mg17Al12 phase is the weakest link in the weldment. The reduced strength and ductility associated with the liquation phenomena are due to the increased volume fraction and thickness of the eutectic β-Mg17Al12 in the PMZ as well as the formation of liquation micro-cracks in a network of brittle intermetallic... 

    A new procedure to determine equivalent strut of infill walls with openings for engineering applications

    , Article Proceedings of the Institution of Civil Engineers: Structures and Buildings ; Volume 173, Issue 8 , 2020 , Pages 585-601 Tabeshpour, M. R ; Noorifard, A ; Sharif University of Technology
    ICE Publishing  2020
    Abstract
    In architecture, design of doors and windows for functional requirements, circulation, natural light and ventilation, aesthetics and view is inevitable. Parameters such as size, location and aspect ratio of the openings change the seismic behaviour of infilled frames. Ignoring these parameters in structural analysis may lead to substantial inaccuracy in predicting the lateral stiffness, strength and ductility of the frame. Despite numerous experimental and numerical studies on perforated infill walls in recent decades, the related provisions are rare in seismic codes and engineers tend not to use their results in analysis and design due to their complexity. The main purpose of this work was... 

    Behavior and modeling of concrete columns confined by external post-tensioned strips

    , Article 2008 Structures Congress - Structures Congress 2008: Crossing the Borders, Vancouver, BC, 24 April 2008 through 26 April 2008 ; Volume 314 , 2008 ; 9780784410165 (ISBN) Moghaddam, H ; Pilakoutas, K ; Samadi, M ; Mohebbi, S ; Sharif University of Technology
    American Society of Civil Engineers (ASCE)  2008
    Abstract
    This paper presents the results of experimental and analytical study on a new technique of seismic retrofitting of concrete columns. In this technique, standard strapping devices, which are used in the packaging industry, are used to post-tension metal strips around concrete columns. The two ends of the strip are tightened in sealed clamps to maintain the pre-stress force in the strip. Experimental program included axial compressive tests on 30 cylindrical as well as 30 prismatic small-scale columns which were actively confined by pre-stressed metal strips. Longitudinal and lateral strain of concrete and strain in the strips were monitored. Test Results showed significant increase in... 

    Evaluation of the seismic performance factors for steel diagrid structural systems using FEMA P-695 and ATC-19 procedures

    , Article Bulletin of Earthquake Engineering ; Volume 18, Issue 10 , 2020 , Pages 4873-4910 Rofooei, F. R ; Seyedkazemi, A ; Sharif University of Technology
    Springer  2020
    Abstract
    The diagrid structural systems are mainly used for their structural capabilities and architectural aesthetic possibilities which are provided by the unique geometric configurations of these systems. However, the seismic performance factors of these structural systems are not yet explicitly recommended in the existing building codes. In this study, the seismic performance factors (SPFs) of 6- to 24-story steel diagrid structures are determined considering the post-buckling behavior of diagonal members in compression. Also, the effect of change in span length and the diagonal angles on the SPFs of diagrid structures is studied. The ATC-19 coefficient method is used for calculating the SPFs... 

    Seismic reliability analysis of steel moment-resisting frames retrofitted by vertical link elements using combined series–parallel system approach

    , Article Bulletin of Earthquake Engineering ; Volume 19, Issue 2 , 2021 , Pages 831-862 ; 1570761X (ISSN) Mohsenian, V ; Hajirasouliha, I ; Filizadeh, R ; Sharif University of Technology
    Springer Science and Business Media B.V  2021
    Abstract
    The eccentric bracing system equipped with vertical links is capable of providing high levels of stiffness, strength and ductility, and therefore, can be efficiently used for seismic retrofit of existing structures. This study aims to investigate the seismic reliability of steel moment-resisting frames retrofitted by this system using a novel combined series–parallel system approach. The seismic response of 4, 8 and 12-storey steel moment-resisting frames (MRFs) are evaluated under a set of design basis earthquakes (DBE) before and after retrofitting intervention. Adopting an engineering demand parameter approach (EDP-Based) for reliability assessment and development of analytical models for... 

    Comparison of the Weldability of AA6061-T6 Joint under Different Friction Stir Welding Conditions

    , Article Journal of Materials Engineering and Performance ; Volume 30, Issue 2 , 2021 , Pages 1110-1127 ; 10599495 (ISSN) Abdollahzadeh, A ; Bagheri, B ; Abassi, M ; Kokabi, A. H ; Ostovari Moghaddam, A ; Sharif University of Technology
    Springer  2021
    Abstract
    In this work, similar butt joints of AA6061-T6 alloy prepared by underwater friction stir welding (UWFSW) and friction stir vibration welding (FSVW) processes were examined. The characteristics of joints were compared with the joints obtained by conventional friction stir welding (CFSW). The different kinds of microstructural modifications that occurred during CFSW, FSVW, and UWFSW processes were analyzed. The results are employed to analyze the different behaviors in strength, ductility, weldability, and hardness of the joints in different processes at different traverse speeds, rotational speeds, and vibration frequency. It was found that mechanical vibration decreases the grain size in...