• Title/Summary/Keyword: steel-free

Search Result 842, Processing Time 0.023 seconds

The Properties of Flow and Compressive Strength of Mortar According In Replacement Ratio of Rapidly-Chilled Steel Slag Pine Aggregate (급냉 제강 슬래그 잔골재 대체율에 따른 모르타르의 유동성 및 압축강도 특성)

  • Cho Sung-Hyun;Kim Jin-Man;Kim Moon-Han;Han Ki-Suk
    • Journal of the Korea Concrete Institute
    • /
    • v.17 no.1 s.85
    • /
    • pp.77-84
    • /
    • 2005
  • The steel slag, a by-product which is produced by refining pig iron during the manufacture of steel, is mainly used as road materials after aging. It is necessary to age steel slag for long time in air because the reaction with water and free-CaO in steel slag could make the expansion of volume. This problem prevents steel slag from being used as aggregate for concrete. However, steel slag used in this study was controled by a air-jet method which rapidly cools substance melted at a high temperature. The rapidly-chilled method would prevent from generation of free-CaO in steel slag. This study dealt with the influence of the using rate of rapidly-chilled steel slag on flow, dosage of SP, W/C ratio, and strength of mortar by statistical experimental design. Also, the results of this experiment were approved by statistical analysis methods, such as analysis of variance and F-testing. As results of F-testing, this paper proved at $1\%$ level of significance that the more the using rate of rapidly-chilled steel slag increased, the more this affected the enhancement of flow, the decrease of dosage of SP and W/C ratio, and the development of compressive strength. Also, considering the fluidity and compressive strength of mortar, it is desirable to use $75\%$ of rapidly-chilled steel slag for river sand.

Free Vibration Analysis of Perforated Steel Plates with Various Cutout Curvatures and Rotations (곡률과 회전을 고려한 유공 강판의 자유진동해석)

  • Woo, Jin-Ho;Na, Won-Bae
    • Journal of Ocean Engineering and Technology
    • /
    • v.24 no.6
    • /
    • pp.61-70
    • /
    • 2010
  • This study presents free vibration analyses of perforates steel plates with various cutouts. Four different parameters (shape, size, curvature radius ratio, and rotation of cutouts) were considered to investigate the effects of those parameters on the free vibration characteristics, such as natural frequencies of the perforated steel plates. Three different shapes of cutouts are circle, square, and triangle, and the considered sizes are 5, 10, 15, 20, and 25 mm. For the triangular and square cutouts, the characteristic radii of the inscribed circles of those cutouts were defined. In addition, the curvature radius ratio was defined as the ratio of curvature radius of bluntness and the characteristic radius. Then, total seven different curvature radius ratios (0, 0.1, 0.3, 0.5, 0.7, 0.9, and 1) were considered. To investigate the rotation effect of the cutouts, it was considered four rotations ($0^{\circ}$, $15^{\circ}$, $30^{\circ}$, and $45^{\circ}$) for the square cutouts and three rotations (0, 15, and 30) for the triangular cutouts. All the free vibration analyses were conducted using a general purpose finite element program. From the analyses we found that the most influential parameter for the free vibration response of the perforated plates is the size of cutout. The other factors such as the shape, curvature radius ratio, and rotation are minors; they mainly change the natural frequency as long as the size effect is accompanied.

An Empirical Study on the Effects of Non-Tariff Barriers on FTAs: Regarding Import Control Measures of the Target Country on Korea's FTA (자유무역협정에 대한 비관세장벽의 효과에 관한 실증연구: 한국의 자유무역협정과 체결 대상국의 수입규제조치에 대하여)

  • Oh, Dae-Hyuck
    • Asia-Pacific Journal of Business
    • /
    • v.12 no.2
    • /
    • pp.187-203
    • /
    • 2021
  • Purpose - The purpose of this study is to analyze the effects of non-tariff barriers on the Free Trade Agreement. Currently, it has achieved significant export effects by signing free trade agreements with many countries in Korea. However, most countries have implemented non-tariff barriers to protect their industries. This study analyzes the effects of non-tariff barriers in counterpart countries that have signed a free trade agreement. Design/methodology/approach - For analysis, first, prior studies were summarized, and second, the current status of free trade agreements and non-tariff barriers were identified. And, based on the current situation, the relationship between non-tariff barriers and export volume was analyzed. The targets of analysis are the United States, China, and Vietnam, which are Korea's three largest exporters. As for non-tariff barriers, anti-dumping tariffs, countervailing tariffs, and emergency import restrictions were analyzed as import regulatory measures. Findings - In the case of the United States, it can be seen that the decline in textiles, steel and electronics sectors is even greater. In the case of China, it can be seen that exports declined after imposing non-tariff barriers in the steel sector. Finally, it can be seen that exports declined after Vietnam implemented a non-tariff barrier on the steel sector. It was found that non-tariff barriers offset the effects of the Free Trade Agreement. Research implications or Originality - Currently, Korea has free trade agreements with numerous countries. However, after the free trade agreement entered into force, the number of annual average import regulation investigations for Korean products is on the rise. In the end, the implementation of non-tariff barriers is offsetting the effects of free trade agreements. Therefore, when signing a free trade agreement, it is necessary to thoroughly prepare for import regulatory measures such as the insertion of provisions of non-tariff barriers.

Damped frequencies of precast modular steel-concrete composite railway track slabs

  • Kaewunruen, Sakdirat;Kimani, Stephen Kimindiri
    • Steel and Composite Structures
    • /
    • v.25 no.4
    • /
    • pp.427-442
    • /
    • 2017
  • This paper presents unprecedented damped oscillation behaviours of a precast steel-concrete composite slab panel for track support. The steel-concrete composite slab track is an innovative slab track, a form of ballastless track which is becoming increasingly attractive to asset owners as they seek to reduce lifecycle costs and deal with increasing rail traffic speeds. The slender nature of the slab panel due to its reduced depth of construction makes it susceptible to vibration problems. The aim of the study is driven by the need to address the limited research available to date on the dynamic behaviour of steel-concrete composite slab panels for track support. Free vibration analysis of the track slab has been carried out using ABAQUS. Both undamped and damped eigenfrequencies and eigenmodes have been extracted using the Lancsoz method. The fundamental natural frequencies of the slab panel have been identified together with corresponding mode shapes. To investigate the sensitivity of the natural frequencies and mode shapes, parametric studies have been established, considering concrete strength and mass and steel's modulus of elasticity. This study is the world first to observe crossover phenomena that result in the inversion of the natural orders without interaction. It also reveals that replacement of the steel with aluminium or carbon fibre sheeting can only marginally reduce the natural frequencies of the slab panel.

Design approach for a FRP structural formwork based steel-free modular bridge system

  • Cheng, Lijuan;Karbhari, Vistasp M.
    • Structural Engineering and Mechanics
    • /
    • v.24 no.5
    • /
    • pp.561-584
    • /
    • 2006
  • The paper presents results of parametric studies, and an overall approach for the design of a modular bridge system which incorporates a steel-reinforcement free concrete slab cast on top of carbon FRP stiffened deck panels which act as both structural formwork and flexural reinforcement, spanning between hollow box type FRP girders. Results of the parametric studies are highlighted to elucidate important relationships between critical configurational parameters and empirical equations based on numerical studies are presented. Results are discussed at the level of the individual deck and girder components, and as a slab-on-girder bridge system. An overall design methodology for the components and bridge system including critical performance checks is also presented.

Chromate-free Hybrid Coating for Corrosion Protection of Electrogalvanized Steel Sheets

  • Jo, Du-Hwan;Kwon, Moonjae;Kim, Jong-Sang
    • Corrosion Science and Technology
    • /
    • v.11 no.1
    • /
    • pp.15-19
    • /
    • 2012
  • Both electrogalvanized and hot-dip galvanized steel sheets have been finally produced via organic-inorganic surface coating process on the zinc surface to enhance corrosion resistance and afford additional functional properties. Recently, POSCO has been developed a variety of chromate-free coated steels that are widely used in household, construction and automotive applications. New organic-inorganic hybrid coating solutions as chromate alternatives are comprised of surface modified silicate with silane coupling agent and inorganic corrosion inhibitors as an aqueous formulation. In this paper we have prepared new type of hybrid coatings and evaluated quality performances such as corrosion resistance, spot weldability, thermal tolerance, and paint adhesion property etc. The electrogalvanized steels with these coating solutions exhibit good anti-corrosion property compared to those of chromate coated steels. Detailed components composition of coating solutions and experimental results suggest that strong binding between organic-inorganic hybrid coating layer and zinc surface plays a key role in the advanced quality performances.

The Effect of Drawing and Heat Treatment on Fatigue Life and Machinability in Free Machining Steel (쾌삭강의 피로수명 및 절삭성에 미치는 인발-열처리의 영향)

  • Suh, C.H.;Kim, D.B.;Oh, S.K.;Jung, Y.C.;Park, M.K.;Kim, Y.S.
    • Transactions of Materials Processing
    • /
    • v.19 no.2
    • /
    • pp.95-100
    • /
    • 2010
  • Drawing and normalizing are efficient means for controlling strength, fatigue and machinability of free machining steel. Normally strength and machinability are conflicting properties which need to be optimized. In this study, the effects of normalizing temperature and reduction of area on strength, fatigue and machinability were investigated. Fine grains were generated at lower normalizing temperature and fatigue life was increased with decreasing grain size. Matrix was work hardened and elongated with increasing reduction of area. Inclusions also were elongated and cross-sectional area of inclusions along drawing axis was decreased. The effects of work hardening and grain size on fatigue life were significant, but only work hardening affected machinability. Shape and distribution of inclusions after drawing had little effect on fatigue life and machinability.

The Current Status of the Development of Heat-Treatment-Free Steel (비조질강의 개발 동향)

  • Lee, Duck-Lak
    • Transactions of Materials Processing
    • /
    • v.11 no.5
    • /
    • pp.388-393
    • /
    • 2002
  • Heat-treatment-free steels have been replacing for conventional quenched-and-tempered structural steels since the microalloyed forging steel was developed in early 1970s in Germany. Substantial cost reduction provides the driving force for this change. As a result of intensive R & D efforts and application trials, various kinds of grades, for example heat-treatment-free steels for hot forging, machining and cold heading, have been developed and moreover these steels are in tonnage production throughout the world. The developments in alloy steels, processing conditions and structure-property characteristics of the heat-treatment-free steels, are described and also recent trend and future prospect are summarized in this report.

Quick Judgments of Properties of Fine Aggregate to Use the Electric Arc Furnace Oxidizing Slag

  • Lee, Hyung-Min;Lee, Han-Seung;Choi, Jae-Seok
    • Journal of the Korea Institute of Building Construction
    • /
    • v.11 no.5
    • /
    • pp.442-451
    • /
    • 2011
  • Blast furnace slag is recycled as a high value-added material, while steel slag is difficult to recycle or is recycled as a low-grade filler material due to its expansive characteristics. Its property is caused by the high content of free lime and instable steel oxides. Recently, an innovative and rapid cooling method for melting steel slag has been developed in Korea, which reduces free lime content to a minimum level and increases the stability of steel oxides. However, researches on the long-term stability are not sufficient so far. Therefore, this study, focusing on the electric arc furnace oxidizing slag in the steel slag, aims to investigate the properties of the steel slag aggregate, its long-term volume stability and the engineering strength of mortar, and using it as a fine aggregate. This study result indicated that it was possible for it to be used as concrete aggregate because the volume change of the steel slag appeared to be stable.