A New Expansion Material Used for Roof-Contacted Filling Based on Smelting Slag
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Compressive Behavior Characteristics of High-Performance Slurry-Infiltrated Fiber-Reinforced Cementitious Composites (Sifrccs) Under Uniaxial Compressive Stress
materials Article Compressive Behavior Characteristics of High-Performance Slurry-Infiltrated Fiber-Reinforced Cementitious Composites (SIFRCCs) under Uniaxial Compressive Stress Seungwon Kim 1 , Seungyeon Han 2, Cheolwoo Park 1,* and Kyong-Ku Yun 2,* 1 Department of Civil Engineering, Kangwon National University, 346 Jungang-ro, Samcheok 25913, Korea; [email protected] 2 KIIT (Kangwon Institute of Inclusive Technology), Kangwon National University, 1 Gangwondaegil, Chuncheon 24341, Korea; [email protected] * Correspondence: [email protected] (C.P.); [email protected] (K.-K.Y.); Tel.: +82-33-570-6515 (C.P.); +82-33-250-6236 (K.-K.Y.) Received: 11 October 2019; Accepted: 19 December 2019; Published: 1 January 2020 Abstract: The compressive stress of concrete is used as a design variable for reinforced concrete structures in design standards. However, as the performance-based design is being used with increasing varieties and strengths of concrete and reinforcement bars, mechanical properties other than the compressive stress of concrete are sometimes used as major design variables. In particular, the evaluation of the mechanical properties of concrete is crucial when using fiber-reinforced concrete. Studies of high volume fractions in established compressive behavior prediction equations are insufficient compared to studies of conventional fiber-reinforced concrete. Furthermore, existing prediction equations for the mechanical properties of high-performance fiber-reinforced cementitious composite and high-strength concrete have limitations in terms of the strength and characteristics of contained fibers (diameter, length, volume fraction) even though the stress-strain relationship is determined by these factors. Therefore, this study developed a high-performance slurry-infiltrated fiber-reinforced cementitious composite that could prevent the fiber ball phenomenon, a disadvantage of conventional fiber-reinforced concrete, and maximize the fiber volume fraction. -
Calcium-Looping Performance of Steel and Blast Furnace Slags for Thermochemical Energy Storage in Concentrated Solar Power Plants
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by idUS. Depósito de Investigación Universidad de Sevilla Calcium-Looping performance of steel and blast furnace slags for Thermochemical Energy Storage in Concentrated Solar Power plants Jose Manuel Valverde a*, Juan Miranda-Pizarroa,c, Antonio Perejónb,c, Pedro E. Sánchez-Jiménezc, Luis A. Pérez-Maquedac aFacultad de Fisica, Universidad de Sevilla, Avenida Reina Mercedes s/n, 41012 Sevilla, Spain. bDepartamento de Química Inorgánica, Facultad de Química, Universidad de Sevilla, C. Prof. García González 1, Sevilla 41071, Spain. cInstituto de Ciencia de Materiales de Sevilla (C.S.I.C. - Universidad de Sevilla). C. Américo Vespucio 49, Sevilla 41092, Spain. Abstract The Calcium Looping (CaL) process, based on the carbonation/calcination of CaO, has been proposed as a feasible technology for Thermochemical Energy Storage (TCES) in Concentrated Solar Power (CSP) plants. The CaL process usually employs limestone as CaO precursor for its very low cost, non-toxicity, abundance and wide geographical distribution. However, the multicycle activity of limestone derived CaO under relevant CaL conditions for TCES in CSP plants can be severely limited by pore plugging. In this work, the alternative use of calcium-rich steel and blast furnace slags after treatment with acetic acid is investigated. A main observation is that the calcination temperature to regenerate the CaO is significantly reduced as compared to limestone. Furthermore, the multicycle activity of some of the slags tested at relevant CaL conditions for TCES remains high and stable if the treated samples are subjected to filtration. This process serves to remove silica grains, which helps decrease the porosity of the CaO resulting from calcination thus mitigating pore plugging. -
SOLIDWORKS Material Properties in Simulation
SOLIDWORKS Material Properties in Simulation SOLIDWORKS Simulation uses material properties as the foundation to study designs. The default SOLIDWORKS material have many pre-defined material properties; however, users may need to define some of the material properties of default and custom materials before running a particular simulation study. For example, you may find that Mass Density and Yield Strength are pre- populated in a specific material but Specific Heat and Thermal Conductivity are not. The following document defines the custom material properties and the studies they are used in. Material Properties Dialogue Box You can create and edit custom materials, libraries and favorites from the materials dialogue box. 888.688.3234 | GOENGINEER.COM Elastic Modulus The Elastic Modulus (Young’s Modulus) is the ratio of stress versus strain in the X, Y or Z directions. Elastic Moduli are used in static, nonlinear, frequency, dynamic, and buckling analyses. Poisson's Ratio Poisson’s Ratio is the negative ratio between transverse and axial strain. Poisson’s ratios are dimensionless quantities. For isotropic materials, the Poisson’s ratios in all planes are equal. Poisson ratios are used in static, nonlinear, frequency, dynamic and buckling Shear Modulus Shear Modulus (Modulus of Rigidity) is the ratio of shear stress to shear strain Shear Moduli are used in static, nonlinear, frequency, dynamic and buckling analyses. Mass Density Mass Density is used in static, nonlinear, frequency, dynamic, buckling, and thermal analyses. Static and buckling analyses use this property only if you define body forces (gravity and/or centrifugal). Tensile Strength Tensile Strength is the maximum that a material can withstand before stretching or breaking. -
Effects of Copper on the Cupellation of Silver
Scholars' Mine Bachelors Theses Student Theses and Dissertations 1908 Effects of copper on the cupellation of silver Charles A. Baker Miles Sedivy Follow this and additional works at: https://scholarsmine.mst.edu/bachelors_theses Part of the Mining Engineering Commons Department: Mining Engineering Recommended Citation Baker, Charles A. and Sedivy, Miles, "Effects of copper on the cupellation of silver" (1908). Bachelors Theses. 240. https://scholarsmine.mst.edu/bachelors_theses/240 This Thesis - Open Access is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in Bachelors Theses by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. bl.':~M J1IJ!(JWI.'.~1.. ""'~tlION T ,~~. ][VI'ECTS Ol~ COPP}1~H OU TIm CUPlilJJJAT Ion OF SI J~VER • Charles A. Baker Miles Sedivy. MSM til~ t~lCrlt. \lYj,M.cmloi\l (1) ::.:.. :.. : -~..-. : ...... "' .. " : .. ~ --- The ob~iect of this work is to rind--t-he effec't o~ coppa- in - .. = : : .... : - - .. tbe cupellation of silver. - .. Our Method of attack was: 1st. To find the effect of varying the amount of copper with constant lead and constant temperature. 2nd. Effect in cupel"' ation of varying the temperature and the lead in the presence of a constant amount of copper. 3rd. To detecnine the rate at which the copper is removed during cupellation. R.W.Lodge in his book on Assaying states,"If a lead button contains much copper,CuO will be formed with the PbO and this,when absorbed by the cupel,seems to take silver with it into the cupe1.· 2 ~ a.... -
Enhancing the Flotation Recovery of Copper Minerals in Smelter Slags
Heliyon 6 (2020) e03135 Contents lists available at ScienceDirect Heliyon journal homepage: www.cell.com/heliyon Research article Enhancing the flotation recovery of copper minerals in smelter slags from Namibia prior to disposal V. Sibanda a, E. Sipunga a, G. Danha b, T.A. Mamvura b,* a School of Chemical and Metallurgical Engineering, University of the Witwatersrand, Johannesburg, Private Bag 3, Wits, 2050, South Africa b Department of Chemical, Materials and Metallurgical Engineering, Faculty of Engineering and Technology, Botswana International University of Science and Technology, Plot 10071, Boseja Ward, Private Bag 16, Palapye, Botswana ARTICLE INFO ABSTRACT Keywords: Namibia Custom Smelters (NCS) process a range of copper concentrates in their three furnaces, namely; top Metallurgical engineering submerged lance, copper converter and reverberatory furnaces, in order to produce mattes and fayalitic slags. The Materials characterization copper content of the slags range between 0.8 to 5 wt. % and this is considered too high for disposal to the Degradation environment. Currently, the slags are sent to a milling and flotation plant for liberation and recovery of residual Metallurgical process copper. The copper recoveries realized in the plant are much lower than expected and it has been postulated that Metallurgy fi fl fi Materials property some copper minerals may be occurring in forms that are more dif cult to oat like oxides or ne disseminations Top submerged lance in the gangue matrix. Mineralogical analysis of the slag samples was done using X-Ray Diffraction (XRD) and Converter slag Scanning Electron Microscopy (SEM) techniques. The analysis did not reveal the presence of copper oxide min- Reverbetory furnace slag erals, however most scans showed copper sulphide minerals as free grains and some finely disseminated in Copper recovery fayalite gangue. -
The Strength of Concrete
The Strength of Chapter Concrete 3 3.1 The Importance of Strength 3.2 Strength Level Required KINDS OF STRENGTH 3.3 Compressive Strength 3.4 Flexural Strength 3.5 Tensile Strength 3.6 Shear, Torsion and Combined Stresses 3.7 Relationship of Test Strength to the Structure MEASUREMENT OF STRENGTH 3.8 Job-Molded Specimens 3.9 Te s t i n g o f H a r d e n e d C o n c r e t e FACTORS AFFECTING STRENGTH 3.10 General Comments 3.11 Causes of Strength Variations –Cement – Aggregates – Mix Proportioning – Making and Handling the Concrete – Temperature and Curing 3.12 Apparent Low Strength 3.13 Accelerated Strength Development – High-Early-Strength Cement –Admixtures – Retention of Heat of Hydration – High-Temperature Curing – Rapid-Setting Cements 3.14 Slow Strength Development HIGH-STRENGTH CONCRETE (HSC) 3.15 Selection of Materials and Mix 3.16 Handling and Quality Control EARLY MEASUREMENT OF STRENGTH EXPOSURE TO HIGH TEMPERATURE 3.17 Long-Time Exposure 3.18 Fire-Damaged Concrete 3 The Strength of Concrete The quality of concrete is judged largely on the strength of that concrete. Equipment and methods are continually being modernized, testing methods are improved, and means of analyzing and interpreting test data are becoming more sophisticated. Prior to the 2008 edition of the ACI 318 Standard, we relied almost exclusively on the strength of 6-by-12-inch cylinders, made on the jobsite and tested in compression at 28 days age for evaluation and acceptance of concrete. The use of 4-by-8-inch cylinders for strength evaluation was first addressed in ACI 318-08. -
Flotation of Copper Sulphide from Copper Smelter Slag Using Multiple Collectors and Their Mixtures
International Journal of Mineral Processing 143 (2015) 43–49 Contents lists available at ScienceDirect International Journal of Mineral Processing journal homepage: www.elsevier.com/locate/ijminpro Flotation of copper sulphide from copper smelter slag using multiple collectors and their mixtures Subrata Roy a,⁎, Amlan Datta b, Sandeep Rehani c a Aditya Birla Science and Technology Company Ltd., Taloja, Maharashtra, India b Formerly with Aditya Birla Science and Technology Company Ltd., Taloja, Maharashtra, India. c Birla Copper, Dahej, Gujarat, India article info abstract Article history: Present work focuses on the differences in the performances obtained in the froth flotation of copper smelter Received 14 August 2014 slag with multiple collector viz. sodium iso-propyl xanthate (SIPX), sodium di-ethyl dithiophosphate (DTP) Received in revised form 11 February 2015 and alkyl hydroxamate at various dosages. Flotation tests were carried out using single collectors as well as var- Accepted 20 August 2015 ious mixtures of the two collectors at different but constant total molar concentrations. Flotation performances Available online 28 August 2015 were increased effectively by the combination of collectors. The findings show that a higher copper recovery (84.82%) was obtained when using a 40:160 g/t mixture of sodium iso-propyl xanthate (SIPX) with di-ethyl Keywords: Flotation dithiophosphate compared to 78.11% with the best single collector. Similar recovery improvement (83.07%) Copper slag was also observed by using a 160:40 g/t mixture of sodium iso-propyl xanthate (SIPX) with alkyl hydroxamate. Sodium isobutyl xanthate The results indicate that in both cases DTP and alkyl hydroxamate played important role as co-collector with SIPX Hydroxamate for the recovery of coarse interlocked copper bearing particles and has an important effect on the behaviour of Dithiophosphate the froth phase. -
Xstrata Technology Update Edition 13 – April 2012 Building Plants That Work
xstrata technology update Edition 13 – April 2012 Building plants that work You have to get a lot of things it takes another operator to get them right to build a plant that works. right. Someone who has lived through the problems, had to do the maintenance, operated during a midnight power Of course the big picture must be right – doing the right project, in the right place, failure, cleaned up the spill. Someone at the right time. who has “closed the loop” on previous designs; lived with previous decisions After that, the devil is in the detail. You and improved them, over and over. need a sound design, good execution, good commissioning, and ongoing This is why Xstrata Technology provides support after commissioning. You need a technology “package”. Just as a car to operate and maintain your plant in is more than an engine, technology is the long run, long after the construction more than a single piece of equipment. company has left. That’s when all the Technology is a system. All the elements “little” details become important – how of the system have to work with each easy is it to operate, how good is the other and with the people in the plant. maintenance access, what happens in We want our cars designed by people a power failure, where are the spillage who love cars and driving. So should points and how do we clean them our plants be designed by people with up? Are the instruments reliable and experience and passion to make each is the process control strategy robust one work better than the last. -
Characterization and Recovery of Copper from Smelting Slag
CHARACTERIZATION AND RECOVERY OF COPPER FROM SMELTING SLAG A. P. GABRIEL*, L. R. SANTOS*, A.C. KASPER*, H. M. VEIT* * Materials Engineering Department, Engineering School, Universidade Federal do Rio Grande do Sul (UFRGS), Porto Alegre, Brazi SUMMARY: 1. INTRODUCTION. 2. EXPERIMENTAL. 2.1 Hazardousness test. 2.2 Chemical and mineralogical characterization. 2.3 Leaching 3. RESULTS AND DISCUSSION 3.1 Hazardousness Test. 3.2 Chemical and mineralogical characterization. 3.3 Leaching. 4. CONCLUSION. REFERENCES. 1. INTRODUCTION The generation of industrial solid waste constitutes an environmental problem that requires efforts for adequate disposal. Currently, in Brazil, solid waste management is standardized, with a classification determining the management according to its hazardous characteristics. ABNT NBR 10004 is a Brazilian Standard to solid waste and classifies its as: Class I (hazardous), Class II - A (non - hazardous and non - inert) and Class II - B (non - hazardous and inert) according to the concentration of elements that have potential risks to the environment and public health (ABNT NBR 10,004, 2004) A process with a large generation of wastes is the production of copper. Several studies in the last decades investigated routes to recovery copper and other metals of interest from the slag (solid waste from the foundry). In the case of primary production, the slag has copper contents between 0.5 and 2% and the volume generated is twice the refined metal (Schlesinger et al., 2011) In addition to primary copper production, there is a significant rate of the copper production from scrap/waste metal. Secondary copper production in Brazil in 2014 reached 23,600 tons, representing around 9% of domestic production. -
REFERENCE GUIDE to Treatment Technologies for Mining-Influenced Water
REFERENCE GUIDE to Treatment Technologies for Mining-Influenced Water March 2014 U.S. Environmental Protection Agency Office of Superfund Remediation and Technology Innovation EPA 542-R-14-001 Contents Contents .......................................................................................................................................... 2 Acronyms and Abbreviations ......................................................................................................... 5 Notice and Disclaimer..................................................................................................................... 7 Introduction ..................................................................................................................................... 8 Methodology ................................................................................................................................... 9 Passive Technologies Technology: Anoxic Limestone Drains ........................................................................................ 11 Technology: Successive Alkalinity Producing Systems (SAPS).................................................. 16 Technology: Aluminator© ............................................................................................................ 19 Technology: Constructed Wetlands .............................................................................................. 23 Technology: Biochemical Reactors ............................................................................................. -
Comparison of Tensile and Compressive Properties of Carbon/Glass Interlayer and Intralayer Hybrid Composites
materials Article Comparison of Tensile and Compressive Properties of Carbon/Glass Interlayer and Intralayer Hybrid Composites Weili Wu 1 ID , Qingtao Wang 1 ID and Wei Li 1,2,3,* ID 1 College of Textiles, Donghua University, No. 2999, Northern Renmin Rd., Songjiang District, Shanghai 201620, China; [email protected] (W.W.); [email protected] (Q.W.) 2 Key Lab of Textile Science & Technology, Ministry of Education, Shanghai 201620, China 3 Center for Civil Aviation Composites, Shanghai 201620, China * Correspondence: [email protected]; Tel.: +86-137-6402-2421 Received: 27 May 2018; Accepted: 25 June 2018; Published: 28 June 2018 Abstract: Tensile and compressive properties of interlayer and intralayer hybrid composites were investigated in this paper. The tensile modulus and compression modulus of interlayer and intralayer hybrid composites are the same under the same mixed ratio, the tensile strength is much superior to the compression strength, and while the tensile modulus and strength increase along with the carbon fiber content, the compression values change slightly. The influence of stacking structures on the tensile and compressive strengths is opposite to the ratio of T/C (tensile/compression) strength for interlayer hybrid composites, and while the tensile and compression strengths with glass fiber sandwiching carbon fiber can reach the maximum value, the ratio of T/C strength is minimum. For structures with carbon fiber sandwiching glass fiber, or with asymmetric structures, the tensile and compressive strengths are at a low value. For intralayer hybrid structures, while the carbon/glass (C/G) dispersion degree is high, the tensile and compression strengths are low. -
The Mechanical Properties of Saline Ice Under Uniaxial Compression Gary A
IGS lntern•tional Symp<>Sium Ofl Applied (a! and Snow Re:sevd!:, Rovaniemi. Flnland; 18·23 April 1993 The Mechanical Properties of Saline Ice Under Uniaxial Compression Gary A. Kuehn and Briand M. Schulson Ice Research Laboratory Thayer School of Engineering, Dartmouth College 8000 Cummings Hall, Hanover, NH 03755-8000 603-646-3763, 603-646-3828 : FAX [email protected] : internet [email protected] : internet Annals of Glaciology ABSTRACT (in press, June 1993) Understanding the mechanical properties of saline ice is important for engineering design as well as for operations in polar regions. In order to gain understanding of the basic mechanisms of deformation and fracture, laboratory-grown columnar saline ice, representative of first-year sea ice, was tested in uniaxial comptession under a variety of conditions of strain rate oo-7 to 10-1 per second), temperature (-40', -20', -10· and .5·c) and orientation (loading vertically or horizontally: i.e. parallel or perpendicular to the growth direction). The range of strain rate spanned the ductile-to-brittle transition for every combination of temperature and specimen orientation. The results of over 250 tests are reported. Mechanical properties, failure mode and ice structure are analyzed with respect to the testing conditions. The results show that strength is dependent upon the ice structure, orientation, strain rate and temperature. During loading in the ductile regime the structure is altered (e.g. by recrystallization), whereas in the brittle regime the majority of the structural change is through cracking. The results are compared to results from the literature on both natural sea ice and laboratory-grown saline ice.