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جستجوی مقالات مرتبط با کلیدواژه

ductility

در نشریات گروه مواد و متالورژی
تکرار جستجوی کلیدواژه ductility در نشریات گروه فنی و مهندسی
  • H. Asgari, S. M. Zahrai *, M. Vajdian, S. M. Mirhosseini
    Acceptable seismic performance, ease and low cost in design and implementation are advantages of passive dampers, but fixed performance parameters corresponding to the type and amount of input energy reduce their efficiency. In this research, a new two-level passive damper in rigid connections with variable stiffness, strength, and energy absorption capacity is introduced and its seismic performance in 5, 10, and 15-story steel frames is evaluated with nonlinear dynamic analysis using SAP2000 software. The results show that, despite the different dynamic parameters in the selected seismic records, such as the frequency content and duration of ground motions, the performance of the structures under all earthquakes has improved significantly, which confirms the effectiveness of the proposed damper in rigid connections on improving the seismic performance structures. Besides, results prove the proposed damper effectiveness on decreasing the structural response such as maximum displacement and base shear. The average displacements reduced by 61%, 51% and 16% compared to those of BSEEP-4ES connections for the 5, 10 and 15-story frames, respectively. Besides, maximum base shear forces reduced by average of 29% and 15% compared to those of BSEEP-4ES connections for the 5 and 10-story frames, respectively.
    Keywords: Two-level control system, friction-yielding damper, Top plate, Ductility, Nonlinear analysis
  • Yasaman Khalilpourazar, MohammadAli Lotfollahi-Yaghin *, Ahmad Maleki

    In the present paper, an innovative fire-earthquake resistant joint called high-performance tube (HP-T) connection is presented and numerically validated. This HP-T connection improves the axial and rotational ductility as well as prevents brittle failure. Two series of models were simulated in ABAQUS software. In the first set of models, which was designed for heat simulation, a sequentially coupled thermal-stress analysis was performed to investigate the effects of different parameters such as web and flange tube thickness and the ratio of the applied load. To simulate the fire damage, two probable scenarios were considered: bottom flange tube damage and beam web damage when exposed to combined initial loading and fire. In the second set of models for seismic simulation, the failure mode, hysteretic curves, and strain distribution were analyzed. According to the results, HP-T robust connection not only provides appropriate ductility enhancement in force-variable fire conditions but also withstands at least 8% inter-story drift without considerable strength reduction.

    Keywords: Sequentially coupled thermal-stress analysis, Fire damages, Hysteretic curves, Ductility
  • Haider Al-Jelawy *, Alaa Naji, Alaa Hassoon, Ayad Al-Rumaithi

    Concrete filled steel tube (CFST) columns are being popular in civil engineering due to their superior structural characteristics. This paper investigates enhancement in axial behavior of CFST columns by adding steel fibers to plain concrete that infill steel tubes. Four specimens were prepared: two square columns (100*100 mm) and two circular columns (100 mm in diameter). All columns are 60 cm in length. Plain concrete mix and concrete reinforced with steel fibers were used to infill steel tube columns. Ultimate axial load capacity, ductility and failure mode are discussed in this study. The results showed that the ultimate axial load capacity of CFST columns reinforced with steel fibers increased by 28% and 20 % for circular and square columns, respectively. Also, the circular CFST columns exhibited better ductility than the square CFST columns due to better concrete confinement. Circular and square CFST columns with steel fibers showed improved ductility by 16.3% and 12%, respectively. The failure mode of the square CFST columns were local buckling which occurred near the end of columns, while, for the circular CFST columns, local buckling occurred near the mid-height. Also, the study involved sectional analysis that captured the behavior of CFST columns very well. The sectional analysis showed that increasing steel fiber content to 2% increased the axial load capacity by 51% and 38% for circular and square CFST columns, respectively. Furthermore, sectional analysis showed that doubling section size increased axial load capacity by approximately 4 and 5 times for circular and square columns, respectively.

    Keywords: Concrete, Steel Tube, Composite elements, Steel Fibers, Ductility, Columns
  • Ameer Janabi *, Ammar Ali

    This work is dedicated to survey the structural reinforced concrete's behavior horizontally curved box beams with and without opening. Seven horizontally circular box beams were examined in the experimental work, one without opening, three with vertical opening and three with transverse opening. The test program includes the main variables; direction of opening, location of opening through profile of curved beams (effect of combination of internal forces). The beams were tested as a continuous beam with two spans, each span represents a quarter circle and under the action of two point loads each load located at top face of midspan of beam. The findings indicate that the ultimate load capacity was decreased for all specimens (CB2.V37, CB3.V60, CB4.V82, CB5.T37, CB6.T60 and CB7.T82) by about (5%, 11.5%, 1.5%,1.5%, 46.4% and 18.66%) respectively, compared to the control CB1. When compared with the control specimen CB1, all specimens were indicating an increase in Service deformations in terms of deflection and twisting angle at mid-span of the circular beams. The ductility was deteriorated for all specimens with opening (CB2.V37, CB3.V60, CB4.V82, CB5.T37, CB6.T60 and CB7.T82), as a percent were about (13.88%, 15.3%, 19.62%, 0.5%, 0.5% and 13.88%) respectively, compared with that of control specimen CB1. Generally, the specimens containing opening were shown a clear degradation in its stiffness.

    Keywords: opening, Crack pattern, Failure mode, Deformation Response, Ductility, stiffness
  • مریم کمالی اردکانی، مریم مرکباتی*

    هدف از پژوهش حاضر بررسی رفتار تغییر شکل گرم و وقوع پدیده های ترمیم در حین تغییر شکل فولاد ابزار گرم کار AISI H10 است. بدین منظور، آزمایش کشش گرم روی این فولاد در محدوده دمایی 1150-900 درجه سانتی گراد با فاصله دمایی 50 درجه سانتی گراد و در نرخ کرنش ثابت 1-0/1 ثانیه انجام شد. پس از انجام آزمایش، تحولات ریزساختاری بررسی شده و نمودارهای سیلان و داکتیلیته گرم فولاد رسم شدند. با توجه به بررسی منحنی داکتیلیته و نتایج ریزساختار، در دماهای 900 و 950 درجه سانتی گراد به علت کم بودن دما و عدم فعال شدن فرایندهای ترمیم و حضور کاربیدها، داکتیلیته نسبت به سایر دماها کمتر است. با افزایش دما در محدوده دمایی 1100-1000 درجه سانتی گراد، به علت وقوع تبلور مجدد دینامیکی، داکتیلیته افزایش یافته است. درنهایت در دمای 1150 درجه سانتی گراد با توجه به انحلال ذرات کاربیدی و فراهم شدن شرایط رشد دانه ها، داکتیلیته افت کرد. محدوده دمایی مناسب برای تغییر شکل فولاد مورد بررسی با توجه به نتایج آزمایش کشش گرم و بررسی های ریزساختاری در نرخ کرنش ثابت 1-0/1 ثانیه و 1100-1000 درجه سانتی گراد به دست آمد.

    کلید واژگان: نانوذرات مس، اسید نیتریک، الکتروشیمیایی، مورفولوژی سطح، اکسیداسیون
    M. Kamali Ardakani, M. Morakabati*

    The aim of this study was to investigate the behavior of hot deformation and occurrence of restoration phenomena during the deformation of AISI H10 hot work tool steel. For this purpose, hot tensile test was performed on the steel in the temperature range of 900-1150 ºC with a temperature interval of 50 ºC and at a constant strain rate of 0.1s-1. The microstructures were examined and the curves of hot flow and ductility were drawn. According to the curves and microstructures, ductility was lower at temperatures of 900 ºC and 950 ºC due to inactivity of repair processes and the presence of carbides. Ductility increased in the temperature range of 1000-1100 ºC due to the occurrence of dynamic recrystallization. Finally, ductility decreased in the temperature of 1150 ºC due to the dissolution of carbide particles and grain growth. The results obtained from hot tensile test and microstructural studies at a constant strain rate of 0.1s-1 revealed that the appropriate temperature range for deformation of AISI H10 hot work tool steel was 1000-1100 ºC.

    Keywords: AISI H10 hot work tool steel, Hot tensile test, Ductility, Microstructural developments, Dynamic recrystallization
  • مهدی وحدتی*

    یکی از روش های جدید برای بهبود خواص مکانیکی لایه های سطحی، فرآوری اصطکاکی اغتشاشی (FSP) است. در صورتی که فرآیند FSP به همراه یک ماده مصرفی انجام شود، این فرآیند جدید تحت عنوان آلیاژسازی اصطکاکی اغتشاشی (FSA) شناخته می شود. از این رو در پژوهش پیش رو، کامپوزیت های سطحی Al7075 با به کارگیری ذرات تقویت کننده از جنس آلومینا، با استفاده از این فرآیند و منطبق بر اصول طراحی آزمایش، تولید شدند . بدین منظور، روش RSM به عنوان روش طراحی آزمایش، انتخاب گردید و متغیرهای: سرعت دورانی ابزار، نرخ پیشروی ابزار، قطر شانه ابزار و اندازه ذرات تقویت کننده به عنوان متغیرهای ورودی فرآیند، تعیین شدند. نتایج حاصل از آنالیز واریانس و تحلیل رگرسیون داده-های حاصل از آزمون های تجربی، صحت و دقت معادلات رگرسیون را مورد تایید قرار داد و نشان داد که نرخ پیشروی ابزار، قطر شانه ابزار و اندازه ذرات تقویت کننده با تاثیرات خطی و مرتبه دوم، بر استحکام کششی و انعطاف پذیری نمونه های کامپوزیتی موثر هستند. همچنین، در صورتی که سرعت دورانی ابزار در مقدار 800 rpm تنظیم شود، افزایش قطر شانه ابزار از 9 mm به15 mm باعث افزایش 17.97 درصدی استحکام کششی نمونه های کامپوزیتی می شود. علاوه بر این، کاهش نرخ پیشروی ابزار از 60 mm/min به 20 mm/min و کاهش اندازه ذرات آلومینا از 50 میکرون به 20 میکرون، به ترتیب موجب افزایش انعطاف پذیری نمونه های کامپوزیتی به میزان 1.85 % و 5.04 % می شود. در پایان، با دستیابی به مقدار بیشینه تابع مطلوبیت (0.915)، شرایط بهینه متغیرهای ورودی فرآیند تعیین شد و با اجرای آزمون صحه گذاری، به تایید رسید.

    کلید واژگان: بهینه سازی، کامپوزیت سطحی، استحکام کششی، انعطاف پذیری، آلیاژسازی اصطکاکی اغتشاشی
    Mahdi Vahdati *

    One of the new methods to improve the mechanical properties of surface layers is the friction stir processing (FSP). If the FSP process is carried out with a consumable material, this new process is known as the friction stir alloying (FSA). Therefore in this research, the Al7075 surface composites by using reinforcing particles (Al2O3) were produced based on this process in accordance with the DOE approach. So, the RSM was selected as the experiment design method and variable factors such as: tool rotational speed, tool feed rate, tool shoulder diameter and size of reinforcing particles were determined as the input variables. The results of ANOVA and regression analysis of experimental data approved the accuracy of regression equations and showed that the tool feed rate, tool shoulder diameter and size of reinforcing particles with linear and second-order effects, affect on the tensile strength and ductility of the composite specimens. Also, if the tool rotational speed is set at 800 rpm, increasing the tool shoulder diameter from 9 mm to 15 mm will increase the tensile strength of the composite specimens by 17.97%. In addition, lowering the tool feed rate from 60 mm/min to 20 mm/min and reducing the size of alumina particles from 50 micron to 20 micron, will increase the ductility of composite specimens by 1.85% and 5.04%, respectively. Finally, by achieving maximum value of desirability function (0.915), the optimal condition of input variables was determined. In addition, the optimal condition has been confirmed by implementing the verification test.

    Keywords: Optimization, Surface composite, Tensile strength, Ductility, Friction stir alloying
  • حمیدرضا پاک زمان، سید صادق قاسمی بنادکوکی *

    در این پژوهش، ریزساختارها و خواص مکانیکی فولاد کم آلیاژ 16MnCr5 DIN در حالت دوفازی فریتی-مارتنزیتی (با کسر حجمی مختلف مارتنزیت) در مقایسه با شرایط تمام مارتنزیتی مورد بررسی قرار گرفت. برای ایجاد ریزساختارهای دوفازی، نمونه های فولادی در دماهای میان بحرانی مختلفی از 740 تا C 840 به مدت 60 دقیقه حرارت داده شده و سپس در آب کوینچ شدند. برای ایجاد ریزساختار تمام مارتنزیتی، نمونه ها پس از آستنیته شدن در دمای C 900 به مدت 60 دقیقه، بلافاصله در آب کوینچ گردیدند. برای بررسی و مقایسه ریزساختار و خواص مکانیکی نمونه ها از میکروسکوپ الکترونی روبشی مجهز به آنالیزگر EDS، پراش اشعه ایکس و آزمون های کشش و میکروسختی سنجی استفاده شد. نتایج متالوگرافی نشان داد با افزایش دمای آنیل میان بحرانی از 740 به C 840، کسر حجمی مارتنزیت (Vm) از 23 به 87% افزایش می یابد. مقایسه خواص مکانیکی نمونه های دوفازی نشان داد که با افزایش Vm از 23 تا 87%، رفتار کششی غیرمتعارفی در 73%= Vmایجاد شد به طوری که نمونه های دوفازی فریتی-مارتنزیتی در مقایسه با نمونه های تمام مارتنزیتی از قابلیت جذب انرژی (حاصل ضرب استحکام کششی در ازدیاد طول یکنواخت) به مراتب بالاتری برخوردار می باشند. این اصلاح شگرف در خواص مکانیکی نمونه های دوفازی ناشی از اثرات سخت گردانی متفاوت فازهای فریت و مارتنزیت در اثر برهمکنش بین آنها می باشد. با افزایش Vm از 23 تا 87%، میکروسختی مارتنزیت به طور پیوسته از 717 به HV10g 471 کاهش می یابد؛ در حالیکه میکروسختی فاز فریت در 73%= Vmبه پیک سخت گردانی خود می رسد.

    کلید واژگان: آنیل میان بحرانی، ریزساختار دوفازی فریتی-مارتنزیتی، ریزساختار تمام مارتنزیتی، خواص کششی، ترکیب استحکام و انعطاف پذیری
    Hamid Reza Pakzaman, sadegh ghasemi banadkouki*

    In this research, the microstructures and mechanical properties of DIN 16MnCr5 low alloy steel under ferrite-martensite dual-phase (with various martensite volume fraction) were compared to full martensitic condition. Dual-phase microstructures were developed by inter-critical annealing. For this purpose, the samples were heated at various inter-critical temperatures (from 740 to 840 °C) for 60 minutes and then water quenching to room temperature. Also, to develop full martensitic microstructure, steel samples were immediately quenched in water after austenitization at 900 ˚C for 60 minutes. The microstructure and mechanical properties of the specimens were analyzed by scanning electron microscope equipped with EDS analyzer, X-ray diffraction and tensile and microhardness tests, respectively. Metallographic observations showed that by increasing the inter-critical annealing temperature from 740 to 840 °C, the martensite volume fraction (Vm) increased from 23 to 87%. Comparison of mechanical properties of dual-phase samples showed that by increasing Vm from 23% to 87%, there was an abnormal tensile behavior at Vm=73%, so that the energy absorption capability (product of tensile strength and uniform elongation) for ferrite-martensite dual-phase samples is much higher than to full martensitic samples. This remarkable modification in the mechanical properties of the dual-phase samples is due to the different hardening responses of the ferrite and martensite microconstituents because of the interaction between them. By increasing the Vm from 23 to 87%, the martensite microhardness decreased continuously from 717 to 471 HV10g, while the ferrite microhardness showed a peak value at Vm=73%.

    Keywords: Inter-critical annealing, Ferrite-martensite dual-phase microstructure, Full martensitic microstructure, Tensile properties, Combination of strength, ductility
  • M. A. Kafi *, A. Kheyroddin, R. Omrani
    The seismic strengthening methods are very important in earthquake-prone countries. Steel divergent bracing with replaceable link beam tied in steel frame and embedded in a concrete frame is a new method for a concrete frame strengthening. That is low cost and easy repairable after an earthquake.In this article six concrete frame strengthening methods have been investigated, including X-bracing, reverse chevron bracing, divergent bracing with concrete link beam, divergent bracing with steel link beam connected to steel columns in the steel frame, divergent bracing with steel link beam connected to the steel frame and with steel columns between those two, divergent bracing with steel link beam connected to the steel frame. All strengthening models are attached to concrete frames by a steel frame surrounding them . These models are investigated by ETABS and PERFORM-3D softwares. In concrete frame strengthed by steel divergent bracing with steel link beam, the base shear is decreased about 20%, steel consumption decreased to 40% in 6-story, and 15% in 14- and 20-story compared to X-bracing, and the existing to allowable stress ratio decreased to 50% in 6-story, to 40% in14-story and 35% in 20-story. As the structure's height is increased, the interaction between the frame and the brace, and the lateral force in the frames increased. Nonlinear static and dynamic analysis have shown more elastic hardness, ductility, behavior coefficient, and base shear in strengthed concrete frame with divergent bracing with steel link beam connected to the steel frame model than others.
    Keywords: Eccentric Braced Frame Bracing, Steel braced frame, strengthening, Concrete Moment Frame, Ductility
  • Hadi Valizadeh, Hedayat Veladi *, Mohammad Reza Sheidaii, Bahman Farahmand

    An innovative type called "butterfly-shaped links steel plate shear wall (BLSPSW)" was proposed as a lateral load resisting system. In this novel system, by creating butterfly-shaped links in the four sides of the web plate, the lateral load resisting mechanism is not the development of a diagonal tension field on the web plate (similar to Conventional SPSWs), but the capacity of the system is determined by the shear strength of the links. Therefore, the geometric parameters of the link as initial design inputs affect predicting and controlling the stiffness and strength of the BLSPSW. Three experimental specimens were loaded to examine the behavior of the proposed system. The first one was the conventional steel plate shear wall (called SPSW-1), and two others prepared of the butterfly-shaped link steel plate shear wall (BLSPSW) with links that have been controlled by shear yield (SPSW-BL 80) and flexural yield (SPSW-BL 130). The experimental results showed that the stiffness and strength of the BLSPSW specimens can be controlled by the link geometry. Also, the BLSPSWs indicated desirable ductility up to 10 percent and high energy dissipation, even in small drifts compared to the SPSW-1. At last, the shear strength formulation of the butterfly fuses was used to determine the shear capacity of the BLSPSWs and compared with the experimental results.

    Keywords: Butterfly Link, Energy dissipation, Ductility, shear capacity, steel plate shear wall
  • محمدتقی اسدی *، روح الله توکلی، حسین آشوری
    در این پژوهش، اثر دما بر اندازه متوسط مشخصه های سطح شکست و همچنین ارتباط بین مورفولوژی های سطح شکست و انعطاف پذیری شیشه فلز حجمی پایه لانتانیوم، که یک آلیاژ به نسبت ترد محسوب می شود، بررسی شده است. به همین منظور، پس از تهیه آلیاژ، نمونه های آماده شده در دماهای مختلف تحت آزمون خمش سه نقطه ای قرار گرفتند و سپس سطوح شکست آنها توسط میکروسکوپ الکترونی روبشی آنالیز شدند. نتایج نشان می دهد که عرض ناحیه رشد پایدار ترک (ΔW) با بهبود انعطاف پذیری (δp) افزایش می یابد. در مقابل، اندازه متوسط مشخصه ها در دو ناحیه رشد پایدار ترک (Ds) و رشد سریع ترک (Df) و همچنین عرض پله برشی (ΔL) با افزایش انعطاف پذیری کاهش می یابند که این حکایت از کاهش ناپایداری نوارهای برشی و توزیع یکنواخت تر کرنش مومسان روی نوارهای برشی دارد. یکسان بودن مقیاس  ΔLو Ds تاکید می کند که تشکیل طرح رگ های ناشی از رفتار لغزش چسبنده و چندمرحله ای در داخل نوار برشی از طریق ناپایداری انحنای جریان است. به علاوه، نتایج به دست آمده درخصوص ارتباط انعطاف پذیری و مورفولوژی سطح شکست شیشه فلز در دماهای مختلف بیانگر کاهش اندازه مشخصه ها با افزایش انعطاف پذیری است.
    کلید واژگان: شیشه فلز حجمی، نوار برشی، ناحیه استحاله برشی، مورفولوژی سطح شکست، انعطاف پذیری
    M. T. Asadi Khanouki*, R. Tavakoli, H. Aashuri
    In this research, the effect of temperature on the mean size of fracture surface features, as well as the relation between fracture surface morphologies and ductility of a La-based BMG as a relatively brittle alloy, was systematically investigated. After producing the alloy, three-point bending experiments, over a wide range of temperatures, were conducted on the samples; then the fracture surfaces were analyzed using scanning electron microscopy. The results demonstrated that the width of stable crack growth region (ΔW) was increased upon ductility (δp). Conversely, the mean size of the features on both stable (Ds) and fast (Df) crack growth regions and also, shear offset width (ΔL) were found to decrease with increasing ductility. In this case, the shear band instability was reduced, and the plastic strain could be more homogeneously distributed on the shear bands. The similarity of ΔL and Ds values suggested that the formation of vein pattern was caused by steak-slip behavior and multiple-step sliding inside the shear band through the fluid meniscus instability mechanism. Furthermore, the results obtained from correlation between ductility and fracture surface morphologies in the BMG indicated that the size of features was reduced with increasing ductility.
    Keywords: Bulk metallic glass, Shear band, Shear transformation zone, Fracture surface morphology, Ductility
  • مهدی سمیعی، سید مهدی عباسی*
    در این پژوهش، رفتار تغییر شکل سوپرآلیاژ پایه کبالت Haynes 25 در محدوده دمایی 1200-950 درجه سانتی گراد از طریق آزمایش کشش گرم در نرخ کرنش 0/1 بر ثانیه بررسی می شود. بررسی های ترمودینامیکی نشان داد که دو نوع کاربید M23C6 و M6C به ترتیب در محدوده دمایی زیر 1000 درجه سانتی گراد و بالای 1050 درجه سانتی گراد در آلیاژ Haynes 25 پایدار هستند. منحنی های تنش- کرنش حاکی از یک روند غیرعادی میزان کرنش شکست برای آلیاژ گفته شده بود، بدین ترتیب که با افزایش دما از 950 به 1050 درجه سانتی گراد کرنش شکست کاهش و با افزایش مجدد دما افزایش یافت. ملاحظه شد که در محدوده دمایی حدود 1050 درجه سانتی گراد افزایش کسرحجمی کاربیدهای M6C غنی از تنگستن، سبب کاهش میزان انعطاف پذیری آلیاژ می شود. همچنین بررسی های ریزساختاری نشان داد که در دمای 1150 درجه سانتی گراد دانه های تبلور مجدد دینامیکی در اطراف کاربیدها و مرزهای اولیه جوانه زده و رشد کرده اند. وقوع تبلور مجدد دینامیکی سبب بهبود انعطاف پذیری از طریق مکانیزم ریزدانه سازی می شود. بنابراین دمای 1150 درجه سانتی گراد بالاترین میزان انعطاف پذیری را نسبت به دیگر دماها از خود نشان داد.
    کلید واژگان: سوپرآلیاژ، تغییر شکل گرم، کاربید، انعطاف پذیری، تبلور مجدد دینامیکی
    M. Samii Zafarghandi, S. M. Abbasi*
    In the present work, hot tensile behavior of Haynes 25 Co-base alloy was investigated in the temperature range of 950-1200 ˚C and 0.1 s-1. Thermodynamic calculations showed that M23C6 and M6C carbides were stable below 1000 ˚C and above 1050 ˚C, respectively. Stress-strain curves also indicated an unusual trend of strain fracture. It was observed that with increasing temperature from 950 to 1050 ˚C, the fracture strain was decreased, while it was raised above 1050 ˚C again. Increasing the volume fraction of M6C carbide rich in Tungsten resulted in the loss of ductility. Also, microstructural evaluations showed dynamic recrystallization (DRX) grains were nucleated and growth was around carbides and the initial grains at 1150 ˚C. Occurrence of DRX led to the improvement of ductility via grain refinement mechanism, so this alloy had the highest level of ductility at 1150 ˚C
    Keywords: Superalloy, Hot deformation, Carbide, Ductility, Dynamic recrystallization
  • محمدتقی اسدی خانوکی*

    هدف از این پژوهش بررسی رفتار شکست و پدیده ی تبدیل نرمی به تردی در یک شیشه فلز حجمی آلیاژ پایه ی زیرکونیم است. همچنین به-طور خاص ارتباط بین مورفولوژی های سطح شکست و چقرمگی و انعطاف پذیری بررسی شده است. به همین منظور با استفاده از فرآیند ذوب قوسی و ریخته گری مکشی در خلا، آلیاژ آمورف تولید و در نرخ mm/min 2/0 و دماهای 77 و 298 کلوین تحت آزمون خمش سه-نقطه ای قرار گرفت. سطوح شکست به کمک SEM مورد مطالعه و ارزیابی قرار گرفتند و با استفاده از مدل ناپایداری انحنای جریان، ضمن تعیین چقرمگی آلیاژ مورد مطالعه از طریق محاسبه ی اندازه ی مورفولوژی سطح شکست، ساز و کار شکست ترد و نرم بررسی شد. در ادامه، شرایط و دلایل تشکیل مورفولوژی های مختلف در این دو حالت به صورت کمی تعیین گردید. نتایج نشان می دهد که آلیاژ پایه ی زیرکونیم علی رغم نرم بودن در دمای اتاق، در دماهای بسیار پایین (77 کلوین) به شدت ترد و بیان گر رفتار تبدیل نرمی به تردی است. تحت این شرایط میزان متوسط چقرمگی شکست از حدود MPa.m1/2 16 در دمای اتاق به حدود MPa.m1/2 5/3 در دمای 77 کلوین کاهش یافت. همچنین با کمک مدل ناپایداری انحنای جریان و اطلاعات سطح شکست، طول موج اعوجاج بحرانی (λc) برای این آلیاژ nm 127 محاسبه شد. درصورتی که طول موج اعوجاج اولیه (λI) کمتر از این مقدار بحرانی باشد، مشخصه ی سطح شکست به صورت نانو شیارهای موازی و متناوب خواهد بود. در صورتی که λI بزرگتر از مقدار بحرانی باشد شرایط برای تشکیل طرح دیمپل و طرح رگه ای فراهم خواهد شد.

    کلید واژگان: شیشه فلز حجمی، انعطاف پذیری، چقرمگی شکست، مورفولوژی سطح شکست، ناپایداری انحنای جریان
    Mohammad Taghi Asadi Khanouki *

    In this research, the fracture behavior and ductile to brittle transition (DBT) phenomenon, as well as the correlation between fracture surface morphologies and ductility/toughness in a Zr-based bulk metallic glass (BMG) is investigated. The amorphous alloy was produced by arc melting pure elements and suction casting into a water-cooled copper mold. Then, the three point bending test was used at two temperatures of 77 and 298 K and displacement rate of 0.2 mm/min. Fracture surfaces were observed through scanning electron microscopy after bending tests. The fracture toughness of samples is determined by measuring the size of fracture surface morphologies, and the brittle and ductile fracture mechanisms were theoretically studied by using the fluid meniscus instability model. Although the Zr-based BMG is nearly ductile at room temperature, at very low temperature (77 K) it becomes more brittle. Results show that the mean fracture toughness changes from ~16 MPa.m1/2 at 298 K to ~3.5 MPa.m1/2 at 77 K. Furthermore, the critical wavelength of meniscus instability (λc) is calculated to be 127 nm for the present alloy. According to the results, if the initial wavelength of meniscus instability (λI) is smaller than the λc, periodic nano-corrugation morphologies can be observed on the fracture surface. On the contrary, if λI is larger than λc, the dimples or vein-like patterns are more likely to be form on the fracture surface.

    Keywords: bulk metallic glass, ductility, fracture toughness, fracture surface morphology, fluid meniscus instability
  • S. S. Seyedjafari Olia, H. Saffari *, A. Fakhraddini
    Concentrically braced frames (CBFs) are one of the efficient lateral load resisting systems in high seismicity regions. One of the common problems with the use of concentrically braced frames is limitation in the architectural application and position of the openings. Two-story X braced frames have more advantages than other configurations of concentrically braced frames, since in many cases the position of the openings due to the need for architectural spaces and executive imperfections causes the use of asymmetric X-braced frames, present study tries to evaluate the seismic behavior of asymmetric two-story X braces. In this study,  the behavior of these braces has been studied. For this purpose, firstly, several symmetric two-story X braced frames are modeled by OpenSees software. Then, by changing the position of braces to beam connection, the new asymmetrical braces are obtained which initially designed. Finally, parameters such as stiffness, strength and stable hysteresis cycle of asymmetric systems are compared with symmetrical braces by nonlinear static and dynamic analysis. The results show that if asymmetric braces are distributed symmetrically in the structure, they do not lose their ability in comparison with the symmetrical models.
    Keywords: Asymmetric Two-Story X-braced Frames, Concentrically Braced Frames, Seismic Performance, Hysteresis Cycle, Ductility
  • بهزاد اویشن
    وجود فریت بینیتی و آستنیت پرکربن پایدار در دمای محیط با ابعاد نانومتری در ریزساختار فولادهای بینیتی فوق مستحکم،سبب دست یابی به مجموعه ای از خواص استحکامی و انعطافی منحصر به فرد در این دسته از فولادهای نانوساختار شده است. در این پژوهش تاثیر تغییر چگالی نابجایی ها در حین آزمایش کشش در دمای محیط، بر رفتار تغییر شکل فولادهای بینیتی نانوساختار دما پایین مورد بررسی قرار گرفته است. نتایج نشان می دهند جذب نابجایی های تیغه های فریت بینیتی توسط آستنیت موجود در اطراف آن ها، باعث کاهش کارسختی و در نتیجه افزایش قابلیت فرم پذیری فریت بینیتی در حین تغییر شکل و در نهایت دست یابی به ترکیب مناسبی از استحکام و انعطاف پذیری می شود.
    کلید واژگان: بینیت نانوساختار، استحکام، انعطاف پذیری، نابجایی، کارسختی
    B. Avishan
    Presence of nanoscale bainitic ferrites and high carbon retained austenites that are stable at ambient temperature within the microstructures of super strong bainitic steels makes it possible to achieve exceptional strengths and ductility properties in these groups of nanostructured steels. This article aims to study the effect of the dislocation density variations during tensile testing in ambient temperature on deformation behavior of nanostructured low temperature bainitic steels. Results indicate that dislocation absorption from bainitic ferrite subunits by surrounding retained austenite reduces the work hardening and therefore increases the formability of bainitic ferrite during deformation, which in turn results in a suitable combination of strength and ductility.
    Keywords: Nanostructured bainite, Strength, Ductility, Dislocation, Work hardening
  • H. Kermani, F. Behnamfar*, V. Morsali
    In this paper a simple tool for seismic design of steel structures for a selected ductility level is presented. For this purpose, a consistent set of earthquakes is selected and sorted based on the maximum acceleration of ground surface. The selected records are applied as the base motion to a single-degree-of-freedom system with strain hardening and the maximum response acceleration is determined for three levels of ductility. The response results of the nonlinear dynamic analysis are presented in the shape of the maximum acceleration of the system versus the peak ground acceleration for a certain ductility demand. Using these graphs, the maximum acceleration and base shear of the system are calculated by accounting for its nonlinear behavior, hence eliminating the need for the response modification factor. This is the main advantage of the presented diagrams for nonlinear seismic design of steel moment frames.
    Keywords: Ductility, Nonlinear Dynamic Analysis, Seismic Design
  • تاثیر آخال های سولفیدی بر شکست واشر فنری از جنس فولاد 50CrV4
    حسن غیاثی *
    Effect of MnS Inclusions on Fracture of the Spring Washer of Steel 50CrV4
    H.Ghiasi *
    Usually problems arise in industries that detailed study of these problems prevents their repetition. One of these cases is the fracture of the spring washer of steel 50CrV4 used in generator of a hydro power plant. In this study, reason of the created problem was investigated through studying the chemical composition, microstructure and mechanical properties of mentioned washer and used raw materials. Also, the results are compared with a desirable washer. The conducted studies showed that high sulfur content in undesirable washer and used raw materials caused to the formation of large amounts of coarse MnS inclusions. These inclusions lead to severe decreasing of the toughness and ductility. Studying broken washer by using scanning electron microscopy revealed large amount of micro cracks mainly within or adjacent to the sulfide inclusions in the fracture surface of the sample. Finally, the existence of sulfur over 0.01 wt% in the steels used to produce these washers, was specified as the cause of their fracture.
    Keywords: Sulfide Inclusion, Fracture, Toughness, Ductility
  • M. S. Razzaghi*, R. Esfandyary, F. Nateghi A
    This study focuses on the performance of H-shaped steel beams to CFT column rigid connections. To this end, the effects of internal and external stiffeners on hysteretic behavior of connections were studied. Comparative numerical analyses were carried out on eight different connections. To this end,finite element models were prepared using ANSYS and nonlinear cyclic analyses were carried out. Results of this study revealed that external stiffeners are key elements to increase the ductility and strength of steel beam to CFT column connections. The connections with internal stiffeners, without any external stiffeners did not exhibit observable hysteretic behavior. On the other hands T-shaped stiffened connections exhibited stable hysteresis loops. Furthermore the capacities of T stiffened connections were about 1.75 times greater than that of models with horizontal or vertical stiffeners.
    Keywords: CFT Columns, Hysteretic Behavior, Nonlinear Analysis, Ductility
  • P. L. Y. Tiong, A. Adnan, A. B. A. Rahman, A. K. Mirasa
    It is impractical and uneconomic to design a structure that remains elastic throughout severe ground motions. The main design philosophy is that minor structural damages are acceptable as long as the structure does not collapse. Hence, seismic base isolation of structures provides a better alternative in constructing seismic resistant structures. A fixed-base structure designed in accordance to seismic code provisions would be more prone to damage than their seismic isolation counterparts. This paper presents finite element analyses carried out to investigate the feasibility of applying locally produced elastomeric rubber bearing base isolators in seismically isolating non-ductile precast concrete structures from earthquake excitations. The precast wall structures were analyzed in terms of in-plane and out-of-plane isolation effects due to dynamic lateral loads. Ground excitations from three classifications of acceleration history based on different a/v ratios were used in dynamic analyses of the structures. The results showed that although the base isolator had successfully reduced most of the critical structural responses, it also compromised some other less crucial seismic behaviour of the structures. Current design philosophy for seismic base isolation should be urgently revisited. Imperative discussion and review of the feasibility in utilizing base isolators as seismic mitigation plan for seismic prone areas are presented.
    Keywords: Seismic Isolation, Precast Wall, Low, Ductility, Elastomeric Rubber Bearing, Time History Analysis
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