• Title/Summary/Keyword: Strength Correlation

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Evaluation of Strength of Normal and Lightweight Aggregate Concrete Using Ultrasonic Velocity Method in Early Age (초기 재령에서 초음파 속도법을 활용한 보통 및 경량 골재 콘크리트의 강도 발현 평가)

  • Nam, Young-Jin;Kim, Won-Chang;Choi, Hyeong-Gil;Ryu, Jung-Rim;Lee, Tae-Gyu
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.55-56
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    • 2023
  • Recently, large and high-rise buildings are increasing, and accordingly, concrete weight reduction is required. Lightweight aggregate concrete can provide economic feasibility and large space, but safety can be reduced due to problems such as low strength and poor durability. Since the development of such low strength of concrete is important in the early construction stage, it is necessary to evaluate the vertical formwork demolding period at the early age. The correlation was analyzed by measuring the compressive strength and ultrasonic pulse velocity. As a result, the ultrasonic pulse rates of normal and lightweight aggregate concrete at the time of 5 MPa expression, which is the time of vertical mold deformation, were 3.07 km/s and 2.77 km/s for W/B 41, and 2.89 km/s and 2.73 km/s for W/B 33.

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A Study on Torsional Tensile Strength of Concrete (콘크리트의 비틀림 인장강도에 관한 연구)

  • 박선규
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.04a
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    • pp.160-165
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    • 1996
  • The tensile of concrete in one of important factor for study of reinforced concrete as well as prestressed concrete structures. In many countries, a numerous experimental studies are being undertaken to investigate correlation between compressive and tensile strength of concrete. This study is focused on identifying the relationship between the compressive strength and torsional tensile strength of concrete and, on crack of RC and PC structure.

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Evaluation of Soil Properties using Pressuremeter Test (공내재하시험을 이용한 지반정수 평가)

  • 한상연;장서만;전성곤;이종규
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.03a
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    • pp.175-182
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    • 2001
  • The PMT test results are compared with other in situ test such as Standard Penetration Test (SPT), Cone Penetration Test (CPT), Field Vane Test (FVT) and the laboratory test in order to investigate the correlationships for the strength parameters obtained from Busan and Incheon areas. Many proposed correlation formulas also make a comparative study and new correlation formulas for domestic soils are introduced. Limit pressure ( $P_1$) could be determined by P-log($\Delta$V/V) and Relative volume Method. PMT for the granular soils showed relatively high correlation with SPT, while CPT has good correlation with PMT for cohesive soil. The predicted undrained shear test ( $S_{u}$) by the PMT test results for Incheon and Busan samples showed low correlativity with proposed equations, therefore, new correlation formulas are proposed for domestic soils.s.

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Effect of Soil Reinforcement on Shear Strength by Pennisetum alopecuroides and Miscanthus sinensis Roots on Loamy Sand at River Banks (하천제방 양질사토에 대한 수크령과 억새 뿌리의 토양전단강도 보강효과)

  • Dang, Ji-Hee;Cho, Yong-Hyeon;Lee, Chun-Seok
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.20 no.2
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    • pp.79-91
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    • 2017
  • This study was conducted to find out the physical properties and soil shearing strength reinforcement effect of herbaceous plants for the slope revegetation works. Two native plants(Pennisetum alopecuroides and Miscanthus sinensis) were used for this experiment, because they have excellent seed germination rates without preconditioning, and grow naturally around rivers. To identify the physical properties, the partial dry weight of plants were investigated. To identify the soil shearing strength reinforcement effect, the respective soil shearing strengths of the control soils, Pennisetum alopecuroides, Miscanthus sinensis samples were measured. Also, we did a correlation analysis to examine the relation of shearing strength to plant features. The results are summarized as follows: 1. The average dry weight of Pennisetum alopecuroides samples consists of 52.36% above ground and 47.64% at root. And in dry weight, 78.24% of it's root distributes within 10 cm in soil depth. Meanwhile the average dry weight of Miscanthus sinensis samples consists of 52.91% above ground and 47.09% at root. And in dry weight, 82.95% of it's root distributes within 10 cm in soil depth. 2. The results of correlation analysis showed that for both Pennisetum alopecuroides and Miscanthus sinensis, it could not be said that there was any correlation between shearing strength and plant characteristics, and statistically they were not meaningful. 3. In the shearing strength test with control soils, Pennisetum alopecuroides, Miscanthus sinensis as subjects, the differences in shearing strength measurement results were modest, and the order was shown as control soils < Pennisetum alopecuroides < Miscanthus sinensis, so the soil shearing strength reinforcement effect by the Pennisetum alopecuroides and the Miscanthus sinensis on loamy sand at river banks surface was confirmed.

A COMPARATIVE STUDY BETWEEN DEGREE OF CONVERSION AND FLEXURAL STRENGTH OF COMPOSITE RESINS

  • Lee Seong-Hee;Pae Ahran;Kim Sung-Hun
    • The Journal of Korean Academy of Prosthodontics
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    • v.44 no.3
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    • pp.333-342
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    • 2006
  • Statement of problem. Although many studies have been carried out to investigate the correlation between the degree of conversion and the flexural strength of composite resins, there is minimal information in the literature attempting to compare degree of conversion, flexural strength and their correlation between restorative composite resins and flowable composite resins. Purpose. The purposes of this study were to measure the degree of conversion and flexural strength of composite resins with different rheological behavior and to correlate the two properties. Materials and methods. Four restorative (Vit-1-escence, Z-250, Tetric ceram, Esthet-X) and four flowable (Aeliteflo, Admiraflow, Permaflo, Revolution) light-curing composite resins were investigated. The degree of conversion(DC) was analyzed with Fourier transfer infra-red spectroscopy(FTIR) spectrum by a potassium bromide(KBr) pellet transmission method. The spectrum of the unpolymerized specimen had been measured before the specimen was irradiated for 60s with a visible light curing unit. The Poiymerized specimen was scanned for its in spectrum. The flexural strength(FS) was measured with 3-point bending test according to ISO 4049 after storage in water at $37^{\circ}C$ for 24 hours. The data were statistically analyzed by an independent sample t-test and one-way ANOVA at the significance level of 0.05. The dependence of flexural strength on the degree of conversion was also analyzed by regression analysis. Results. Mean DC and FS values ranged from 43% to 61% and from 84.7MPa to 156.7MPa respectively. DC values of the flowable composite resins were significantly higher than those of restorative composite resins (P < 0.05). The FS values of restorative composite resins were greater than those of flowable composite resins. No statistically significant correlation was observed between the DC and the FS tested in any of the composites. The dependence of FS on DC in restorative or flowable composite resins was not significant. Conclusion. It can be concluded that radical polymerization of the organic matrix is not a major factor in determining flexural strength of the commercially available composite resins.

A Study on Correlation between Compressive Strength and Rebound Hardness of Urban Underground Structures (도시철도 지하구조물 압축강도와 반발경도의 상관관계에 관한 연구)

  • Choi, Jung-Youl;Lee, Soo-Jae;Chung, Jee-Seung
    • The Journal of the Convergence on Culture Technology
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    • v.6 no.4
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    • pp.655-661
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    • 2020
  • In this study, the correlation between concrete core compressive strength and rebound hardness of urban railway underground structures was analyzed. The equations for the range of rebound hardness were derived and compared with the measured concrete core strengths for each range of rebound hardness to confirm the adequacy of the estimated compressive strength. As the result, the linear regression analysis results of the average compressive strength by the Gaussian probability density function (representative compressive strength estimation formula) and the estimation formula by the rebound hardness range were founded to match well within 3% of the experimental concrete core compressive strength test results. Therefore, the stochastic statistical analysis using the rebound hardness measurement results suggested in this study could be help to secure the confidence level of the correlation between the rebound hardness and the concrete compressive strength which are relatively large deviation according to the estimation equations.

A Study on the Relation of Family Strength, Self-Efficacy and Career Maturity of College Students (대학생의 가족건강성과 자기효능감, 진로성숙도의 관계)

  • Tak, Seung-Hyun;Kim, Sung-Hee;Koo, Hye-Ryoung
    • Journal of Family Resource Management and Policy Review
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    • v.16 no.3
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    • pp.53-65
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    • 2012
  • This study analyzes the relation between family strength, self-efficacy and career maturity of college students. The results from the study are based on surveys, using a questionnaire method, undertaken by students from the Jeonnam area. Data was analyzed using the SPSS 19.0 program and the statistics used for analysis were t-Test, ANOVA, Correlation and Regression. The study found the following results. First, the family strength of the subjects was above average. Second, family strength, self-efficacy, and career maturity showed differences in terms of gender, major satisfaction, career counselling and major area. Third, the correlation among family strength, self-efficacy, and career maturity were observed positively in almost all sub-categories. Forth, the effects of family strength on self-efficacy and career maturity were significant. Based on these results, it is suggested that family strength should be enhanced to improve self-efficacy and career maturity of college students.

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Effects of relining materials on the flexural strength of relined thermoplastic denture base resins

  • Sun, Yunhan;Song, So-Yeon;Lee, Ki-Sun;Park, Jin-Hong;Ryu, Jae-Jun;Lee, Jeong-Yol
    • The Journal of Advanced Prosthodontics
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    • v.10 no.5
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    • pp.361-366
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    • 2018
  • PURPOSE. The aim of this study was to evaluate the effects of relining materials on the flexural strength of relined thermoplastic denture base resins (TDBRs). MATERIALS AND METHODS. For shear bond strength testing, 120 specimens were fabricated using four TDBRs (EstheShot-Bright, Acrytone, Valplast, Weldenz) that were bonded with three autopolymerizing denture relining resins (ADRRs: Vertex Self-Curing, Tokuyama Rebase, Ufi Gel Hard) with a bond area of 6.0 mm in diameter and were assigned to each group (n=10). For flexural strength testing, 120 specimens measuring $64.0{\times}10.0{\times}3.3mm$ (ISO-1567:1999) were fabricated using four TDBRs and three ADRRs and were assigned to each group (n=10). The thickness of the specimens measured 2.0 mm of TDBR and 1.3 mm of ADRR. Forty specimens using four TDBRs and 30 specimens using ADRRs served as the control. All specimens were tested on a universal testing machine. For statistical analysis, Analysis of variance (ANOVA) with Tukey's test as post hoc and Spearman's correlation coefficient analysis (P=.05) were performed. RESULTS. Acry-Tone showed the highest shear bond strength, while Weldenz demonstrated the lowest bond strength between TDBR and ADRRs compared to other groups. EstheShot-Bright exhibited the highest flexural strength, while Weldenz showed the lowest flexural strength. Relined EstheShot-Bright demonstrated the highest flexural strength and relined Weldenz exhibited the lowest flexural strength (P<.05). Flexural strength of TDBRs (P=.001) and shear bond strength (P=.013) exhibited a positive correlation with the flexural strength of relined TDBRs. CONCLUSION. The flexural strength of relined TDBRs was affected by the flexural strength of the original denture base resins and bond strength between denture base resins and relining materials.

A Study on the Correlation between Cement Chlorine Content and Concrete Slump, Compressive Strength (시멘트 염소 함량과 콘크리트의 슬럼프, 압축강도 간의 상관관계 연구)

  • Kyoung-Seok Kim;Dong-Kyun Seo;Ji-Wan Woo;Jae-Won Choi;Byeong-Know You
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.12 no.2
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    • pp.143-151
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    • 2024
  • This study was analyzed the relationship between concrete slump, compressive strength and other factors such as the quantity of chloride or others using statistics method. The amount of chloride in cement was selected to range from 236 to 794 ppm, and cement that satisfied the KS L 5201 standard for other physical properties was used for this experiment. As a result, no factors had a interrelationship for initial slump and the strong-negative correlation between concrete slump elapsed time and the quantity of chloride. The proportion of chloride was shown as a strong-positive correlation for compressive strength from 1-day to 7-day curing. However, there was no correlation between chloride and compressive strength at 28-day curing.

Muscle Strength and Biochemical Markers as Predictors of Depression in Hemodialysis Patients: A Cross-Sectional Study

  • Soudabeh Zare;Motahareh Hasani;M. Dulce Estevao;Rahim Tahmasebi;Leila Azadbakht;Farzad Shidfar;Javad Heshmati;Somayeh Ziaei
    • Clinical Nutrition Research
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    • v.12 no.4
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    • pp.293-303
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    • 2023
  • Patients with chronic renal failure, many of which treated with hemodialysis, present a high prevalence of impaired muscle strength which suggest that muscle mass parameters may be used as markers for changes in muscle in these patients. Measurement of handgrip strength (HGS) is a common, simple, and quick measure of muscle function an indicator of overall muscle strength which has been associated with physical activity and several anthropometric traits. Intercellular adhesion molecule-1 (ICAM-1) and insulin-like growth factor-1 (IGF-1) are biochemical markers associated with inflammatory processes which are a common consequence of dialysis. Additionally, hemodialysis patients frequently present signs of malnutrition and depression. This cross-sectional study aimed to evaluate if muscle and biochemical markers could be used to predict the risk of depression in hemodialysis patients. Several anthropometric parameters, nutrient intake, depression state and the serum levels of ICAM-1 and IGF-1 were determined and Pearson's correlation coefficient and/or Spearman's correlation coefficient were used to test the correlation between them. Our results do not show a correlation between HGF, IGF-1 and ICAM-1 with the depression status of the patients, but mid-arm muscle circumference (MAMC) was statistically and positively correlated with depression. Additionally, ICAM-1 levels were negatively correlated with HGS, MAMC, and IGF-1. Overall, the results of the present study suggest that HGS may be used as an indicator of cardiovascular diseases and MAMC may be a good predictor of the level of depression in hemodialysis patients, although further studies are required.