• 제목/요약/키워드: Microscopic tensile strength

검색결과 95건 처리시간 0.024초

생체내 이식된 흡수성 봉합사들의 물리적 성질 변화와 조직 소견에 관한 연구 (The Mechanical Appearances and Microscopic Tissue Reactions of the Suture Materials in vivo)

  • 김남중;김명철
    • 한국임상수의학회지
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    • 제13권2호
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    • pp.184-194
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    • 1996
  • A comparative study of three absorbable suture materials of chromic catgut, Dexon II (a polyglycolic acid suture with a polycaprolate coating system) and Coated Vicryl (a polyglactin 910 suture with a glycolide-lactide-calcium stearate coating system) was undertaken in terms of tensile strength, breaking elongation, appearances of the suture materials in the subcutaneous layer of rats and of tissue reaction in the intramuscular layer of rats. The initial tensile strength of chromic catgut and the tensile strength after 21 days were about 1.55 kg and 0.19 kg, respectively. Those of Dexon II were about 2.01 kg and 0. 20 kg, respectively. Those of Coated Vicryl were about 2.39 kg and 0.48 kg, respectively. Coated Vicryl showed the highest tensile strength among the three materials during the whole period. On the other hand, Dexon II showed the highest breaking elongation among the three materials during the first week. But the breaking elongation of Dexon II rapidly continuously decreased during the whole period. The appearances of the suture materials in the subcutaneous layer of rats showed that chromic catgut was the fastest among the three materials, whereas it formed comparatively much connective tissue. The intramuscular absorption rate and tissue reaction of Dexon II were similar to those of Coated Vicryl. The intramuscular absorption rate of these was fairly late when compared with chromic catgut. And the tissue reaction appearance of these showed the formation of a granuloma with foreign body giant cells, macrothages and epitheloid cells by the 28th day in the experimental period.

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엔진 블리스크 제조를 위한 초내열합금 이종재의 HIP Diffusion Bonding (HIP Diffusion Bonding of Two Types of Superalloys for Engine Blisk Applications)

  • 나영상;황형철;염종택;권영삼;박노광
    • 소성∙가공
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    • 제12권1호
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    • pp.60-65
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    • 2003
  • HIP diffusion bonding of Ni-based superalloys, cast Mar-M247 (MM247) and Udimet 720 (U720) powder, was experimentally and numerically studied. Subsolvus HIP treatment was optimized by investigating the variations of high temperature tensile properties of HIP-bonded specimens with powder size, HIP'ing time, etc. While the tensile strength at high temperatures showed no detectable changes, the tensile elongation and reduction in area were slightly increased as the powder size decreased from -140 mesh to -270 mesh. While as-HIP'ed U720 showed a high tensile strength comparable to that of lorded U720 alloy, the HIP diffusion-bonded specimen showed a strength lower than the forged U720 alloy and the cast MM247 alloy The increase of HIP'ing tune from 2 hours to 3 hours resulted in a rapid risc of tensile strength and elongation due to the disappearence of microvoids in the cast MM247. FEM simulation for HIP process was conducted by applying the McMeeking micromechanical model, which uses power-law creep model as constitutive equations. ABAQUS user subroutine CREEP with an implemented microscopic model was used for the simulation. Numerical simulation was shown to be essential for the near-net shape manufacturing as well as the HIP process optimization.

Color Change and Tensile Properties of Wood Flour Reinforced Polypropylene Composites; Influence of Photostabilizers

  • Lee, Sun-Young
    • 한국응용과학기술학회지
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    • 제26권2호
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    • pp.171-178
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    • 2009
  • A comparative analysis of the hindered amine light stabilizers (HALS) and UV abosrber (UVA) and their respective photostabilizing effect on wood plastic composites (WPCs) are reported in this study. The influence of accelerated weathering on the mechanical properties of the composites and the microscopic morphology of a degraded layer on the cross section and the surface were studied. UV absorbers were more efficient at preventing composite lightening than was UV stabilizer. The amount of whitening decreased with the increase of photostabilizers. With the addition of a UV absorber (Tinuvin360), the tensile modulus and strength of the composites increased slightly. However, the addition of a light stabilizer (Tinuvin770) and a UV absorber decreased the tensile modulus and strength of the composites. After 250 and 500 hr exposure, tensile modulus and strength of the un stabilized and stabilized composites decreased. The tensile strength of UV absorber (Chimassorb81)-stabilized composites was significantly greater than that of control and light stabilizer (Tinuvin770)- and UV absorber (Tinuvin360)-stabilized composites. UV absorber-stabilized samples showed less whitening and photodegradation than control and light stabilizer-stabilized samples.

Influence of pre-compression on crack propagation in steel fiber reinforced concrete

  • Abubakar, Abdulhameed U.;Akcaoglu, Tulin
    • Advances in concrete construction
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    • 제11권3호
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    • pp.261-270
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    • 2021
  • In this study, a new understanding is presented on the microcracking behavior of high strength concrete (HSC) with steel fiber addition having prior compressive loading history. Microcracking behavior at critical stress (σcr) region, using seven fiber addition volume of 0.5, 0.75, 1.0, 1.25, 1.5, 1.75, and 2.0% was evaluated, at two aspect ratios (60 and 75). The specimens were loaded up to a specified compressive stress levels (0.70fc-0.96fc), and subsequently subjected to split tensile tests. This was followed by microscopic analyses afterwards. Four compressive stress levels as percentage of fc were selected according to the linearity end point based on stress-time (σ-t) diagram under uniaxial compression. It was seen that pre-compression has an effect on the linearity end point as well as fiber addition where it lies within 85-91% of fc. Tensile strength gain was observed in some cases with respect to the 'maiden' tensile strength as oppose to tensile strength loss due to the fiber addition with teething effect. Aggregate cracking was the dominant failure mode instead of bond cracks due to improved matrix quality. The presence of the steel fiber improved the extensive failure pattern of cracks where it changes from 'macrocracks' to a branched network of microcracks especially at higher fiber dosages. The applied pre-compression resulted in hardening effect, but the cracking process is similar to that in concrete without fiber addition.

Effect of Welding Speed on the Microstructure and Mechanical Properties of Austenitic Stainless Steel Welds

  • Li, C.;Jeong, H.S.
    • International Journal of Korean Welding Society
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    • 제3권1호
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    • pp.23-28
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    • 2003
  • The effect of the welding speeds on the weld bead shape, microstructure, and mechanical properties in type 304 austenitic stainless steels was investigated by microscopic test, Erichsen test and tensile test. In this study welds were produced using autogeneous Direct Current Straight Polarity (DCSP) and pulsed current GTA welding. This study shows the ferrite content, ductility, tensile strength and elongation of high speed welds are decreased with increasing welding speed. The high speed welds exhibits satisfactory tensile strength, though the ductility is not good as that of the base metal.

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Study on the Strength Retention of Technical Cord Yarn

  • Cho Dae-Hwan;Jeong Young-Jin
    • Fibers and Polymers
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    • 제7권3호
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    • pp.305-309
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    • 2006
  • This research studies the factors which influence the tensile strength of tire cords. Five yam samples are made by changing the spinning conditions and viscosity to get various physical properties. Different twisting methods are introduced and the yams are twisted under different processing conditions for each twisting process. With the experimental results, various analyses are performed to find the important factors in retaining strength after the twisting process. SEM and optical microscopic photographs are taken along with some measurements to assist the analysis.

The effects of Graphene Oxide flakes on the mechanical properties of cement mortar

  • Kim, Boksun;Taylor, Lawrence;Troy, Andrew;McArthur, Matthew;Ptaszynska, Monika
    • Computers and Concrete
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    • 제21권3호
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    • pp.261-267
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    • 2018
  • This paper discusses a study of cement mortar reinforced with Graphene Oxide (GO) flakes carried out at the University of Plymouth. Over 60 specimens were prepared and tested to obtain the tensile, compressive and flexural strengths of cement mortar with/without 0.5% GO flakes by weight of cement. The dispersion of the GO flakes and the effect of the use of polycarboxylate ether superplasticizer (0.2% by weight of cement) on the material strength are discussed. Images of the particle sizes of GO are presented from the transmission electron microscopy analysis. In addition, the images from the field emission scanning electron microscope analysis are also presented to show the difference of the microscopic structure of cement mortar with/without GO. The results of the strength tests are presented. It is shown that the inclusion of the GO flakes in general led to positive results, which suggest that GO improved the tensile, compressive and flexural strengths of cement mortar.

석회암 내 방사상 발파균열을 예측하기 위한 동적파괴과정 해석법의 입력물성 결정법에 관한 연구 (Determining Parameters of Dynamic Fracture Process Analysis(DFPA) Code to Simulate Radial Tensile Cracks in Limestone Blast)

  • 김현수;강형민;정상선;김승곤;조상호
    • 화약ㆍ발파
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    • 제31권2호
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    • pp.6-13
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    • 2013
  • 최근 채석장 및 광산의 파쇄설비로부터 발생되는 소음 및 분진에 의한 민원과 환경적인 문제가 대두되고 있으며, 이러한 파쇄설비를 지하공동으로 옮기는 사례가 증가하고 있다. 파쇄설비 및 가공시설을 갱내에 설치하기 위해서는 넓은 공간의 굴착이 이루어져야 하고, 대형공동 주변암반의 안정성이 확보되어야 한다. 지하공동 주변암반의 안정성은 굴착 시공 시 발생되는 굴착손상영역과 밀접한 관계가 있어, 최종파단면을 형성시키는 최외곽 발파공에 대한 정밀한 설계가 필요하다. 본 연구에서는 석회석 지하광산에서 대형공동 및 영구갱도 굴착시 발생 가능한 발파균열길이 및 손상영역을 예측하기 위한 수치해석기법을 제안하였다. 먼저 석회암블록에 대한 발파실험을 수행하고 발생된 인장균열수 및 길이를 분석하여, 동적파괴과정해석코드의 주요 입력변수인 평균 미시적 인장강도를 결정하였다.

Bend Resistance of Polymer Cement Slurry Coated Reinforcing Bars

  • Kim, Wan-Ki;Chang, Sung-Ju;Kim, Hyun-Ki;Soh, Yang-Seob
    • KCI Concrete Journal
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    • 제13권2호
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    • pp.42-48
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    • 2001
  • The bend resistance of coated reinforcing bar is greatly influenced by both the adhesion strength between bar and coating materials, and the followed transformation of coating material as bars bend. Especially, tearing state or partial microscopic cracks are predicted on the inside and outside of bending angle, because tensile strength and elongation of polymer film are very different according to types of polymer dispersions in bar coating, and these damaged parts are rapidly corroded by penetration of corrosive factors. In this study, polymer cement slurry coated reinforcing bars with various polymer dispersions are prepared by following combined conditions, polymer-cement ratio of 50% and 100%, coating thickness of 250$\mu$m and 450$\mu$m, coating number, curing age of 3, 7, 14 and 28days. Then the specimens are tested for working life and bend resistance at bending angles $90^{\circ}$, $135^{\circ}$and $180^{\circ}$ to observe the microscopic damage effect as the bars bend. Also, epoxy-coated reinforcing bars for control experiment were used with 250$\mu$m of coating thickness. The tensile strength for polymer films is performed. From the test results, the working life of the polymer cement slurry is within 90 seconds. Among four types of polymer dispersion, polymer cement slurry coated reinforcing bar using St/BA-1 emulsion has the excellent bend resistance, which is remarkably improved than that of epoxy-coated reinforcing bar. And the bend resistance is more related to elongation than tensile strength of polymer film. Polymer cement slurry with a polymer-cement ratio of 100%, a coating thickness of $450\mu$m and one coating using St/BA emulsion is selected as a most suitable coating material for coated reinforcing bar.

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Experimental investigation of mechanical and microstructural properties of concrete containing modified nano-Graphene Oxide

  • Maryam Ashouri;Ehsanollah Zeighami;Alireza Azarioon;Seyyed Mohammad Mirhosseini;Sattar Ebrahimi Yonesi
    • Advances in nano research
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    • 제16권5호
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    • pp.435-444
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    • 2024
  • Microscopic defects within the microstructure of hardened cement paste are the main source of weakness in concrete. As a solution, nano-graphene oxide (GO) can be employed to improve the cement paste microstructure. However, there is a number of disadvantages, e.g., fluidity reduction and non-uniform dispersion. The present study sought to modify GO by fabricating a copolymer (PSGO) in a novel process to exploit the advantages of nano-GO while minimizing its disadvantages. Using 0.03wt% copolymerled to 38.8% higher tensile strength, 29.3% higher compressive strength and 25% higher workability. The SEM images revealed that GO and modified GO enhanced concrete by secondary hydration and bonding with C-S-H, creating a firm, integrated, and foil-like structure, and reducing the crack size and depth.