• Title/Summary/Keyword: Fracture Strength

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The Effect of Restorative Method on Fracture Strength and Fracture Pattern in Endodontically Treated Teeth (근관 치료 후 수복 방법이 파절 강도와 파절 양상에 미치는 영향)

  • An, Dong-Gook;Cho, In-Ho;Shin, Soo-Youn
    • Journal of Dental Rehabilitation and Applied Science
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    • v.21 no.2
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    • pp.133-142
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    • 2005
  • The purpose of this study was to evaluate interaction of restorative method according to amount of remaining clinical crown length. For the study, sixty healthy mandibular premolars with no dental caries were chosen. Specimens with clinical crown length of 1 mm, 2 mm, 3 mm above the cemento-enamel junction(CEJ) were prepared and root canal treatment was conducted using Ni-Ti rotaty files. Thirty specimens were restored with $LuxaCore^{(R)}$ and thirty were restored with casting posts. All specimens were restored with full coverage crowns and the fracture strength was teseted with the MTS universal testing marchine. The fracture pattern was observed by measuring the distance between CEJ and fracture line. From the results above, the fracture strength seems to be influenced more by amount of remaining clinical crown length than restorative method. Good prognosis could be expected, when more than 2mm of clinical crown length is retained. In the future, the further studies on restorative method, to increase fracture strength of teeth will be necessary.

Effect of basalt fibers on fracture energy and mechanical properties of HSC

  • Arslan, Mehmet E.
    • Computers and Concrete
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    • v.17 no.4
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    • pp.553-566
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    • 2016
  • Fracture energy is one of the key parameters reveal cracking resistance and fracture toughness of concrete. The main purpose of this study is to determine fracture behavior, mechanical properties and microstructural analysis of high strength basalt fiber reinforced concrete (HSFRC). For this purpose, three-point bending tests were performed on notched beams produced using HSFRCs with 12 mm and 24mm fiber length and 1, 2 and $3kg/m^3$ fiber content in order to determine the value of fracture energy. Fracture energies of the notched beam specimens were calculated by analyzing load versus crack mouth opining displacement curves by the help of RILEM proposal. The results show that the effects of basalt fiber content and fiber length on fracture energy are very significant. The splitting tensile and flexural strength of HSFRC increased with increasing fiber content whereas a slight drop in flexural strength was observed for the mixture with 24mm fiber length and $3kg/m^3$ fiber content. On the other hand, there was no significant effect of fiber addition on the compressive strength and modulus of elasticity of the mixtures. In addition, microstructural analysis of the three components; cement paste, aggregate and basalt fiber were performed based on the Scanning Electron Microscopy and Energy-Dispersive X-ray Spectroscopy examinations.

Evaluation of Fracture Strength of Silicon Wafer for Semiconductor Substrate by Point Load Test Method (점하중시험법에 의한 반도체 기판용 실리콘 웨이퍼의 파괴강도 평가)

  • Lee, Seung-Mi;Byeon, Jai-Won
    • Journal of Applied Reliability
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    • v.16 no.1
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    • pp.26-31
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    • 2016
  • Purpose: The purpose of this study was to investigate the effect of grinding process and thickness on the fracture strength of silicon die used for semiconductor substrate. Method: Silicon wafers with different thickness from $200{\mu}m$ to $50{\mu}m$ were prepared by chemical mechanical polishing (CMP) and dicing before grinding (DBG) process, respectively. Fracture load was measured by point load test for 50 silicon dies per each wafer. Results: Fracture strength at the center area was lower than that at the edge area of the wafer fabricated by DBG process, while random distribution of the fracture strength was observed for the CMPed wafer. Average fracture strength of DBGed specimens was higher than that of the CMPed ones for the same thickness of wafer. Conclusion: DBG process can be more helpful for lowering fracture probability during the semiconductor fabrication process than CMP process.

Effects of water on rock fracture properties: Studies of mode I fracture toughness, crack propagation velocity, and consumed energy in calcite-cemented sandstone

  • Maruvanchery, Varun;Kim, Eunhye
    • Geomechanics and Engineering
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    • v.17 no.1
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    • pp.57-67
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    • 2019
  • Water-induced strength reduction is one of the most critical causes for rock deformation and failure. Understanding the effects of water on the strength, toughness and deformability of rocks are of a great importance in rock fracture mechanics and design of structures in rock. However, only a few studies have been conducted to understand the effects of water on fracture properties such as fracture toughness, crack propagation velocity, consumed energy, and microstructural damage. Thus, in this study, we focused on the understanding of how microscale damages induced by water saturation affect mesoscale mechanical and fracture properties compared with oven dried specimens along three notch orientations-divider, arrester, and short transverse. The mechanical properties of calcite-cemented sandstone were examined using standard uniaxial compressive strength (UCS) and Brazilian tensile strength (BTS) tests. In addition, fracture properties such as fracture toughness, consumed energy and crack propagation velocity were examined with cracked chevron notched Brazilian disk (CCNBD) tests. Digital Image Correlation (DIC), a non-contact optical measurement technique, was used for both strain and crack propagation velocity measurements along the bedding plane orientations. Finally, environmental scanning electron microscope (ESEM) was employed to investigate the microstructural damages produced in calcite-cemented sandstone specimens before and after CCNBD tests. As results, both mechanical and fracture properties reduced significantly when specimens were saturated. The effects of water on fracture properties (fracture toughness and consumed energy) were predominant in divider specimens when compared with arrester and short transverse specimens. Whereas crack propagation velocity was faster in short transverse and slower in arrester, and intermediate in divider specimens. Based on ESEM data, water in the calcite-cemented sandstone induced microstructural damages (microcracks and voids) and increased the strength disparity between cement/matrix and rock forming mineral grains, which in turn reduced the crack propagation resistance of the rock, leading to lower both consumed energy and fracture toughness ($K_{IC}$).

THE EFFECT OF SURFACE FINISHES ON FLEXURAL STRENGTH, FRACTURE TOUGHNESS OF FELDSPATHIC DENTAL PORCELAIN

  • Chang, Il-Sung;Lee, Sun-Hyung;Yang, Jae-Ho;Han, Jung-Suk;Lee, Jai-Bong
    • The Journal of Korean Academy of Prosthodontics
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    • v.43 no.3
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    • pp.293-305
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    • 2005
  • Statement of problems. Conventional feldspathic porcelain is used extensively as a restorative material and it is subjected to grinding and polishing during fabrication and delivery procedures. There is still considerable controversy concerning the best methods to achieve the strongest porcelain restorations after such adjustments. Purpose. The objective of this study was to investigate the effects of (1) overglazing, (2) selfglazing, and (3) fine polishing on the flexural strength and fracture toughness of feldspathic dental porcelain. Material and method. Ninety porcelain disks were prepared for flexural strength test and sixty porcelain disks were fabricated for fracture toughness test. Specimens were divided into three groups for each test as follows: 1) overglazed 2) self-glazed 3) polished. The flexural strength of feldspathic porcelains was determined by ring-on-ring biaxial flexural strength test. The fracture toughness values of three experimental groups were obtained by indentation fracture toughness test. Results. The flexural strength of overglazed group was significantly higher than that of selfglazed and polished group (P<0.05), while the difference between self-glazed and polished group was not significant (P>0.05). The fracture toughness values of overglazed and polished group were significantly higher than that of self-glazed group (P<0.05), while the difference between overglazed and polished group was not significant (P>0.05). Conclusions. This results supported the use of polishing as an alternative to glazing metal ceramic restorations, as it was not detrimental in flexural strength and fracture toughness. But, under the conditions of this study, overglazing was the ideal surface finishing method of feldspathic dental porcelain.

Observation of Mechanical Strength of Materials for Dog Dental Prosthesis Production (중형견(犬) 치과 보철물 제작을 위한 소재의 기계적 강도 관찰)

  • Park, Yujin;Choi, Sungmin
    • Journal of Technologic Dentistry
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    • v.41 no.2
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    • pp.93-100
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    • 2019
  • Purpose: This study is making a dog dental prosthesis using digital dental technology. The mechanical strength of the prosthetic material was observed in terms of compressive strength and fracture pattern. Methods: The experiment was performed using dog mandibular molars. The teeth were scanned and modeled. The specimens were made of zirconia, PMMA and Ni-Cr. The specimens were subjected to a vertical compression test with an artificial cancellous bone in UTM tester. Vertical compressive strength and fracture behavior of specimen were observed. Results: The result of observing the compressive load between specimen and artificial bone were $184.8{\pm}5.7N$ in the zirconia specimen, $185.6{\pm}8.9N$ in the PMMA specimen, and $184.4{\pm}4.0N$ in the Ni-Cr alloy specimen. Compression marks of artificial bones were observed. The fracture strength of specimen was observed. The fracture strength of the zirconia specimen was an average of 1,381.4N. The fracture strength of the PMMA specimen was an average of 572.2N. Conclusion: The crown made of three kinds(zirconia, PMMA, Ni-Cr alloy) of materials has the strength to chew about the artificial bone. zirconia and PMMA have vertical compressive strength applicable to medium dog dental prosthetic materials.

FRACTURE OF HIGH-STRENGTH CONCRETE : Implications for Structural Applications

  • Darwin, David
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10a
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    • pp.11-30
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    • 2000
  • Structural properties of reinforced concrete, such as bond and shear strength, that depend on the tensile properties of concrete are much lower for high-strength concrete than would be expected based on relationships developed for normal-strength concretes. To determine the reason for this behavior, studies at the University of Kansas have addressed the effects of aggregate type, water-cementitious material ratio, and age on the mechanical and fracture properties of normal and high-strength concretes. The relationships between compressive strength, flexural strength, and fracture properties were studied. At the time of test, concrete ranged in age from 5 to 180 days. Water-cementitious material ratios ranged from 0.24 to 0.50, producing compressive strengths between 20 MPa(2, 920 psi) and 99 MPa(14, 320psi). Mixes contained either basalt or crushed limestone aggregate, with maximum sizes of 12mm(1/2in). or 19mm(3/4in). The tests demonstrate that the higher quality basalt coarse aggregate provides higher strengths in compression than limestone only for the high-strength concrete, but measurably higher strengths in flexure, and significantly higher fracture energies than the limestone coarse aggregate at all water-cementitious material ratios and ages. Compressive strength, water-cementitious material ratio, and age have no apparent relationship with fracture energy, which is principally governed by coarse aggregate properties. The peak bending stress in the fracture test is linearly related to flexural strength. Overall, as concrete strength increases, the amount of energy stored in the material at the peak tensile load increases, but the ability of the material to dissipate energy remains nearly constant. This suggests that, as higher strength cementitious materials are placed in service, the probability of nonductile failures will measurably increase. Both research and educational effort will be needed to develop strategies to limit the probability of brittle failures and inform the design community of the nature of the problems associated with high-strength concrete.

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Fracture Strength of Porcelain Fused to Gold Crown & Gold Electroformed Crown (전기도금도재관과 금속도재관의 파절강도)

  • Park, Won-Ju;Lim, Ju-Hwan;Cho, In-Ho;Lim, Heon-Song
    • Journal of Dental Rehabilitation and Applied Science
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    • v.18 no.2
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    • pp.101-111
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    • 2002
  • The purpose of this study was to evaluate the fracture strength of porcelain fused to gold crown and gold electroformed crown according to incisal and incisal under 3mm. In this study, 28 gold electroformed crown and 28 porcelain fused to gold crown were fabricated. Fracture strength testing was carried out using an Instron 8871(Instron Corporation, U.S.A) at a cross head speed of 5mm/min. All of the measurements were statistically analyzed by Independent t-testing, and k-s testing. Statistical significance was set in advance at the probability level of less than 0.05. All measurements were analized with Windows $SPSS^{(R)}$ Version 10.0 software for the personal computer. The results of this study were as follows; 1. Comparison by location (1) A compared fracture strength of incisal and incisal under 3 mm, there was statistical significant difference between gold electro -formed crown and porcelain fused to gold crown (p<0.05). 2. Comparison by loading (1) When compared fracture strength of incisal, there was no significant difference between gold electroformed crown ($619.90{\pm}53.54N$)and porcelain fused to gold crown($674.68{\pm}87.42N$). (2) When compared fracture strength of incisal under 3 mm, there was significant difference between gold electroformed crown($688.29{\pm}14.88N$) and porcelain fused to gold crown($1931.81{\pm}29.64N$) (p<0.05). 3. Mode of fracture When compared of fracture mode, gold electroformed crown showed mode of fracture and fracture line reaching coping region and porcelain fused to gold crown showed only in porcelain region.

Failure Criterion for Notched Composite Laminates (놋취가 있는 복합적층판의 파손기준)

  • Kim, Sung-Joon;Jeong, In-Oh;Choi, Ik-Hyeon;Ahn, Seok-Min
    • Aerospace Engineering and Technology
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    • v.7 no.2
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    • pp.21-26
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    • 2008
  • This study reviews several fracture models for predicting the notched strength of composite laminates. Representative experimental results on the notched strength of composite laminates containing a large notch subjected to static uniaxial tensile loading have been collected from open literature. Notched strength data for T300/5208 are analyzed. and the various parameters associated with the fracture models have been determined for laminates. Notched strength data sets are compared with fracture models and the applicability of the different fracture models in predicting the notched strength of composite laminates is discussed.

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Variation of fracture strength of adhesive joint according to the operating temperature (사용환경온도에 따른 접착이음의 인장전단강도 변화)

  • Kim, J.Y.;Lee, C.J.;Lee, S.K.;Park, G.W.;Jung, B.H.;Schafer, H.;Kim, B.M.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2008.05a
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    • pp.517-520
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    • 2008
  • Recently, use of adhesive bonding technology is increased to achieve the multi-material design for lightweight structure in automobile industry. In this paper, the fracture strength of adhesive has been studied with the single lap shear test conducted at different temperatures. The joint specimens are made from Al 5052 and SPRC 440 bonded with structural epoxy adhesive. The operating temperature has been considered up to $150[^{\circ}C]$ and the single lap shear test has been conducted with 5mm/min tensile rate. Fracture strength of adhesive bonded joint has been decreased with increase of operating temperature. The fracture strength at the $100[^{\circ}C]$ was shown about half of that at room temperature.

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