• Title/Summary/Keyword: high strength materials

Search Result 3,818, Processing Time 0.032 seconds

Nondestructive Test for Strength Estimation of Concrete Deteriorated by High Temperature (고온 열화한 콘크리트의 강도추정을 위한 비파괴검사)

  • Park, Seok-Kyun;Heo, Jae-Young;Lee, Won-Hong
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 2008.04a
    • /
    • pp.181-184
    • /
    • 2008
  • The concrete is relatively fireproof materials. However, long-term exposure to high temperatures in the concrete strength is a phenomenon that occurs in the rapid degradation. In such a case, even low-strength estimates concrete expression to the General Non-destructive inspection is not appropriate to use the estimate. To overcome this problem, various mix conditions of the concrete specimen under 23, 200, 400, 600, $800^{\circ}C$ to a temperature, the correlation relationship between the ultrasonic velocity and the strength of concrete specimen is investigated and analyzed. This analysis estimates the high-temperature strength of the damaged concrete expression Non-destructive inspection of the proposal.

  • PDF

High Temperature Tensile Strength and Fatigue Life Characteristics for Reduced Activation Ferritic Steel (JLF-1) by TIG Welding (TIG 용접한 저방사화 페라이트강 (JLF-1)의 고온강도 및 피로수명특성)

  • Yoon, Han-Ki;Lee, Sang-Pill;Kim, Sa-Woong;Kohyama, Akira
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.27 no.9
    • /
    • pp.1444-1450
    • /
    • 2003
  • The fatigue life and tensile strength of JLF-1 steel (Fe-9Cr-2W-V-Ta) and its TIG weldment were investigated at the room temperature and $400^{\circ}C$. Four kinds of test specimens, which associated with the rolling direction and the TIG welding direction were machined. The base metal of JLF-1 steel represented almost anisotropy in the tensile properties for the rolling direction. And the base metal of JLF-1 steel showed lower strength than that of TIG weldment. Also, the strength of all materials entirely decreased in accordance with elevating test temperature. Moreover, the fatigue limit of weld metal was largely increase than that of base metal at both temperatures. The fatigue limit of JLF-1 steel decreased in accordance with elevating test temperature. The fatigue limit of JLF-1 steel decreased in accordance with elevating test temperature. The SEM fractography of tensile test specimen showed conspicuous cleavage fracture of a radial shape. In case of fatigue life test specimen, there were so many striations at crack initiation region, and dimple was observed at final fracture region as a ductile fracture mode.

Experimental study on ultra-high strength concrete(130 MPa) (초고강도 콘크리트(130MPa)에 대한 실험적 연구)

  • Cho Choonhwan;Yang Dong-il
    • Journal of the Korea Institute of Construction Safety
    • /
    • v.6 no.1
    • /
    • pp.12-18
    • /
    • 2024
  • High-rise, large-scale, and diversification of buildings are possible, and the reduction of concrete cross-sections reduces the weight of the structure, thereby increasing or decreasing the height of the floor, securing a large number of floors at the same height, securing a large effective space, and reducing the amount of materials, rebar, and concrete used for designating the foundation floor. In terms of site construction and quality, a low water binder ratio can reduce the occurrence of dry shrinkage and minimize bleeding on the concrete surface. It has the advantage of securing self-fulfilling properties by improving fluidity by using high-performance sensitizers, making it easier to construct the site, and shortening the mold removal period by expressing early strength of concrete. In particular, with the rapid development of concrete-related construction technology in recent years, the application of ultra-high-strength concrete with a design standard strength of 100 MPa or higher is expanding in high-rise buildings. However, although high-rise buildings with more than 120 stories have recently been ordered or scheduled in Korea, the research results of developing ultra-high-strength concrete with more than 130 MPa class considering field applicability and testing and evaluating the actual applicability in the field are insufficient. In this study, in order to confirm the applicability of ultra-high-strength concrete in the field, a preliminary experiment for the member of a reduced simulation was conducted to find the optimal mixing ratio studied through various indoor basic experiments. After that, 130 MPa-class ultra-high-strength concrete was produced in a ready-mixed concrete factory in a mock member similar to the life size, and the flow characteristics, strength characteristics, and hydration heat of concrete were experimentally studied through on-site pump pressing.

Processing and Properties of 30 wt% β-Tricalcium Phosphate/Al2O3 Composites (30 wt% β-Tricalcium Phosphate/Al2O3 복합재료의 제조 및 특성)

  • Jeong, Heecheol;Ha, Jung-Soo
    • Korean Journal of Materials Research
    • /
    • v.28 no.3
    • /
    • pp.142-147
    • /
    • 2018
  • ${\beta}-Tricalcium$ phosphate (TCP) was added to $Al_2O_3$ to make a biomaterial with good mechanical properties. Using a TCP powder synthesized by a polymer complexation method, $Al_2O_3$ composites containing 30 wt% TCP were fabricated and characterized for densification, phase, microstructure, strength, and fracture toughness. With optimizing the powder preparation conditions, a high densification of 97 % was obtained by sintering at $1350^{\circ}C$ for 2 h. No reaction between the two components occurred and there was no transition to ${\alpha}-TCP$. TCP grains with a size of $2-4{\mu}m$ were well surrounded by $Al_2O_3$ grains with a size of $1{\mu}m$ or less. Strength 61(Brazilian) or 187(3-p MOR) MPa, and fracture toughness 1.7 (notched beam) or 2.5 (indentation) $MPa{\cdot}m^{1/2}$ were obtained, which are large improvements over the strength of $TCP/Al_2O_3$ composites and toughness of TCP and hydroxyapatite in previous studies.

Analysis of material dependency in an elastic - plastic contact models using contact mechanics approach

  • Gandhi, V.C. Sathish;Kumaravelan, R.;Ramesh, S.;Sriram, K.
    • Structural Engineering and Mechanics
    • /
    • v.53 no.5
    • /
    • pp.1051-1066
    • /
    • 2015
  • The study aims on the effect of material dependency in elastic- plastic contact models by contact analysis of sphere and flat contact model and wheel rail contact model by considering the material properties without friction. The various materials are selected for the analysis based on Young's modulus and yield strength ratio (E/Y). The simulation software 'ANSYS' is employed for this study. The sphere and flat contact model is considered as a flattening model, the stress and strain for different materials are estimated. The simulation of wheel-rail contact model is also performed and the results are compared with the flattening model. The comparative study has also been extended for finding out the mean contact pressure for different materials the E/Y values between 150 and 660. The results show that the elastic-plastic contact analysis for materials up to E/Y=296.6 is depend on the nature of material properties and also for this material the mean contact pressure to yield strength reaches 2.65.

Fracture Resistances of Y2O3 Particle Dispersion Strengthened 9Cr Steel at Room Temperature and High Temperatures (Y2O3 입자 분산강화 9Cr 강의 상온 및 고온 파괴저항특성)

  • Yoon, Ji Hyun;Kang, Suk Hoon;Lee, Yongbok;Kim, Sung Soo
    • Korean Journal of Metals and Materials
    • /
    • v.50 no.1
    • /
    • pp.1-7
    • /
    • 2012
  • The fracture resistance and tensile properties of $Y_2O_3$ oxide dispersion strengthened steel containing 9 wt% Cr(9Cr-ODS) were measured at various temperatures up to $700^{\circ}C$. The fracture characteristics were compared with those of commercial E911 ferritic/martensitic steel. The strength of 9Cr-ODS was at least 30% higher than that of E911 steel at the test temperatures below $500^{\circ}C$. The strength difference between the two materials was almost diminished at $700^{\circ}C$. 9Cr-ODS showed cleavage fracture behavior at room temperature and unstable crack growth behaviors at $300^{\circ}C$ and $500^{\circ}C$. The J-R fracture resistance of 9Cr-ODS was much lower than that of E911 steel at all temperatures. It was deduced that the coarse $Cr_2O_3$ particles that were formed during the alloying process provided the crack initiation sites of cleavage fracture in 9Cr-ODS.

Analysis of Physical and Antibacterial Properties of Functional Silicone Hydrogel Ophthalmic Lenses Containing Graphene Groups

  • Su-Mi Shin;Hye-In Park;A-Young Sung
    • Korean Journal of Materials Research
    • /
    • v.33 no.1
    • /
    • pp.1-7
    • /
    • 2023
  • The physical and antibacterial properties of ophthalmic lenses fabricated by copolymerization with hydrogel monomers using two types of graphene were measured, and their usability as contact lens materials was analyzed. For polymerization, silicone monomers, including SID-OH, 3-(methacryloxy)propyl tris(trimethylsiloxy)silane, and decamethylcyclopentasiloxane, were used, and N,N-dimethylacetamide, ethylene glycol dimethacrylate as a crosslinking agent, and azobisisobutyronitrile as an initiator were added. Also, graphene oxide nanoparticle (GON) and graphene nanoplate (GNP) were used as an additive, and the physical properties of the lenses fabricated after copolymerization were evaluated. The fabricated lenses satisfied the basic physical properties of general hydrogel contact lenses and showed the characteristics of lenses with high water content, and the disadvantage of very weak durability, due to low tensile strength. However, it was confirmed that the tensile strength and antibacterial properties were greatly improved by adding GON and GNP. With GON, the oxygen permeability and refractive index of the fabricated lenses were slightly improved. Therefore, it was determined that the graphene materials used in this study can be used in various ways as a contact lens material.

Structural Performance of Concrete-encased Steel Columns using 800MPa Steel and 100MPa Concrete (800MPa 강재 및 100MPa 콘크리트를 적용한 매입형 합성기둥의 구조성능)

  • Kim, Chang-Soo;Park, Hong-Gun;Choi, In-Rak;Chung, Kyung-Soo;Kim, Jin-Ho
    • Journal of Korean Society of Steel Construction
    • /
    • v.22 no.5
    • /
    • pp.497-509
    • /
    • 2010
  • Five concrete-encased steel columns using high-strength steel($f_{ys}$=801MPa) and high-strength concrete($f_{ck}$=97.7MPa) were tested to investigate the eccentric axial load-displacement relationship. Test parameters included the type, yield strength, and spacing of lateral reinforcement, and also the eccentricity of axial load. To analyze the behavior of the column specimens, the nonlinear sectional analysis using strain-compatibility and confinement effect was performed. To examine the applicability of existing design codes for the composite sections using high-strength materials, the test results were also compared with the predictions by the nonlinear analysis and the design codes. The confinement effect of lateral reinforcement increased the ductility of concrete, and the moment capacity of the column specimens increased with the ductility of concrete. The prediction by the nonlinear analysis gave good agreement with the test results. On the other hand, the ACI 318 neglecting lateral confinement effect underestimated the strength of the column specimens, and the Eurocode 4 using complete plastic capacity of steel section overestimated.

Characteristics of the High Speed Shear Test for Sn-3.0wt.%Ag-0.5wt.%Cu Solder Ball Joints (Sn-3.0wt.%Ag-0.5wt.%Cu 솔더 볼 접합부의 고속전단 특성)

  • Lee, Young-Gon;Lee, Hee-Yul;Moon, Jeong-Tak;Park, Jai-Hyun;Han, Shin-Sik;Jung, Jae-Pil
    • Korean Journal of Metals and Materials
    • /
    • v.47 no.9
    • /
    • pp.580-585
    • /
    • 2009
  • The effects of shear speed and tip height on the high speed shear test of Sn-3.0wt.%Ag-0.5wt.%Cu ball joints were investigated. Solder balls of $450{\mu}m$ in diameter were reflowed at $245^{\circ}C$ on a FR4 PCB (Printed Circuit Board) in order to obtain a sample for the high-speed shear test. The UBM was comprised of Cu/Ni/Au, and the shear speed and tip height varied from 0.5 to 3.0 m/s, and from 10 to $135{\mu}m$, respectively. According to the experimental results, faster shear speed enhanced the shear strength of the solder joints, regardless of the tip height. The fraction of ductile (solder) fracture decreased when the shearing speed was raised from 0.5 to 3.0 m/s. With an increasing tip height from 10 to 50 and $135{\mu}m$, the fracture mode changed from pad lift to mixed (ductile and brittle) and ductile fracture, respectively, while the shearing energy also increased in the same order. The shear energy had a proportional relationship with the fraction of the solder fracture.

Effects of Rolling and Cooling Conditions on Microstructures and Mechanical Properties of High-Deformable Pipeline Steels (고변형능 라인파이프강의 미세조직과 기계적 특성에 미치는 압연 및 냉각 조건의 영향)

  • Lee, S.I.;Hwang, B.
    • Journal of the Korean Society for Heat Treatment
    • /
    • v.27 no.5
    • /
    • pp.235-241
    • /
    • 2014
  • Effects of rolling and cooling conditions on microstructures and mechanical properties of high-deformable pipeline steels were investigated in this study. Six kinds of pipeline steels were fabricated by varying rolling and cooling conditions, and their microstructures were analyzed by scanning electron microscopy, electron back-scattered diffraction, and transmission electron microscopy. Tensile and Charpy impact tests were conducted on the steels in order to examine the mechanical properties. The steels rolled in the two-phase region showed better low-temperature toughness than those in the single-phase region due to the larger amount of ferrites having high-angle boundaries, although they have lower strength and absorbed energy. The steel rolled in single-phase and finish-cooled at higher temperature showed a good combination of high strength and good low-temperature toughness as well as excellent deformability of the lowest yield ratio and the highest uniform elongation because of the presence of fine ferrite and a mixture of various low-temperature transformation phases.