• 열처리공학회지
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• 제15권3호
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• pp.127-135
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• 2002

Shore hardness test was developed in 1906 to overcome the limit of Brinell hardness test. However, the detailed requirements on the tester was not clearly specified except the scale, i.e., 100 HS for high carbon steel and 10 HS for soft brass. As a result, the shore hardness was used for quite long time without well established standards. For the establishment of hardness standards, standard tester, standard procedure, and standard hardness block must be provided. So far the standard of Shore hardness was maintained by correlating Shore hardness scale to Vickers hardness through converting equation. This is the so called converted Shore hardness and it is not the true Shore hardness standard strictly. In this paper, the possibility of establishing Shore hardness standard based on the Shore standard hardness tester is reported.

• 한국치위생학회지
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• 제12권3호
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• pp.513-520
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• 2012

Objectives : In this study, contact angle and shore D hardness were measured, and a shark fin test was conducted after selecting five addition silicon(Blu-Mousse, BM; EXABITE II, EX; PERFECT, PF; Regisil$^{(R)}$ Rigid, RE; Silagum$^{(R)}$, SI) in order to figure out the properties of elastomeric interocclusal recording materials and reduce errors at interocclusal recording. 8) Methods : A contact angle was measured using a contact angle analyzer. After placing a drop of liquid on the surface of the specimens of interocclusal recording materials, a contact angle was photographed with a CCD camera on the equipment. In terms of a shark fin test, interocclusal recording materials were mixed for the time proposed by the manufacturer and inserted into the split ring of the Shark fin device. Twenty (20) seconds exactly, a metal rod was removed to make the materials slowly absorbed. Once they hardened, fin height was measured with a caliper after separating molds and trimming the specimens. The shore D hardness was measured with a shore D hardness tester(Model HPDSD, Hans Schmidt & Co. Gmbh, Germany) in sixty (60) minutes after fabricating specimens. In each experiment, five specimens, mean and standard deviation were calculated. A one-way ANOVA test was performed at the p>0.05 level of significance. In terms of correlation among the tests, Pearson correlation coefficient was estimated. For multiple comparison, Scheffe's test was carried out. Results : A contact angle was the highest in EX with $99.23^{\circ}$ (p<0.05) while the result of the shark fin test was the longest in RE with 5.45mm. SI was the lowest (0.27mm) with statistical significance. Among the interocclusal recording materials, significant difference was observed in terms of means (p<0.05). The shore D hardness was the highest in SI with 31.0 while RE was significantly low with 16.4 (p<0.05). Among the materials, statistically significant difference was observed in terms of means when compared to the rest materials (RE), BM, RE and SI (PF and EX) and the remaining materials (BM and SI) (p<0.05). In terms of correlations among the tests, a negative correlation occurred between shore D hardness and shark fin test(r=-0.823, p=0.000). Conclusions : According to the study above, it is necessary to understand the properties of interocclusal recording materials and consider contact angle, shark fin test and properties of shore D hardness to select appropriate materials.

• 보존과학회지
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• 제25권3호
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• pp.245-256
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• 2009

경주 남산화강암에 대한 강화제 처리 전후의 물리적 특성변화 연구를 위하여 강화제 처리 한 후 쌍안실체현미경관찰, 초음파속도, 쇼어경도, 색도측정 등을 실시하였다. 실험에 사용한 강화제는 세종대학교에서 개발한 6종류 35wt% Silicate Nonparticle/100%1T1G (Nonparticle), 3%POSS-SO1455/97%1T1G (3%POSS1455), POSS-SO1458/97%1T1G(3%POSS1458), 3%7nm/97%1T1G (3%7nm), 3%16nm/97%1T1G(3%16nm), 3%40nm/97%1T1G(3%40nm)와 상품화된 제품인 2개 Wacker사의 Silres BS OH-100, Kulba사의 Unil Sandsteinfestiger OH-100으로 총 8가지 종류이다. 강화제 처리후 암석의 표면색깔은 강화제의 종류에 따라 약간의 차이는 있으나 대부분 어두워졌으며 시간이 지남에 따라 원암과 유사한 색깔을 나타낸다. 강화제 처리 후 초음파속도와 쇼어경도는 증가하였다.

• 폴리머
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• 제35권1호
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• pp.40-46
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• 2011

The synthesis of well-defined poly(styrene-b-isobutylene-b-styrene) (SIBS) triblock copolymers was accomplished by cationic sequential block copolymerization of isobutylene (IB) with styrene (St) using 1,4-di(2-chloro-2-propyl) benzene (DCC) /$TiCl_4$/2,6-di-tert-butylpyridine(DtBP) as an initiating system in methyl chloride ($CH_3Cl$)/methylcyclohexane(MeChx) (50/50 v/v) solvent mixture at $-80^{\circ}C$. The triblock copolymers exhibited excellent thermoplastic and elastomeric characteristics. Tensile strengths and Shore hardness increased with increasing polystyrene (PS) content, while elongation at break decreased. The blood-compatibility of SIBS was assessed by SEM observation of the platelet adhesion, blood clotting time and haemolysis ratio. The haemolysis ratios were below 5% which met the medical materials standard. The platelet adhesion test further indicated that SIBS block copolymers had a good blood compatibility.

• Journal of Welding and Joining
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• 제32권1호
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• pp.15-21
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• 2014

FCAW(Flux Cored Arc Welding), SAW(Submerged Arc Welding), EGW(Electro Gas Welding), and three-pole SAW are applicable in manufacturing the offshore wind tower. In this paper, mechanical properties of these welded-joints for TMCP steels were evaluated in all above welding processes. The tensile strength of welded-joints for all the welding methods satisfied the standard guideline (KS D 3515). No cracking on weldment was found after the bending test. Changes of weldedments hardness with welding processes were observed. In a weld HAZ (heat-affected zone), a softened HAZ-zone was formed with high heat input welding processes (SAW and EGW). However, the welded-joint fractures were found in the base metal for all cases and small decrease in welded-joint strength was caused by a softened zone. The multi-pole SAW welds exhibited similar mechanical properties comparing to the one with one-pole SAW process.

• 지질공학
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• 제14권1호
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• pp.61-69
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• 2004

석재는 주로 장식용 및 조각용으로 사용되며 따라서 우수한 물성도 골고루 지녀야 한다. 다양한 물성 중에서 공극계수가 석재의 유용성을 지배하므로 공극의 성질과 연관하여 석재의 품질구분 설정을 시도하였다. 이 연구에서는 화강암질암류 및 화강암질편마암의 심도별 시추코아 시료가 사용되었다. 공극률과 흡수율의 상관도에서 문경 화강암질편마암($Gn_1$)의 측정치 범위가 가장 넓은 분포상을 보이며, 포천화강암($Gr_2$), 문경화강암($Gr_1$)의 순으로 그 범위는 감소한다. 각 암체의 강도는 변질도에 따라 변화한다. 또한 압축강도와 인장강도와의 상관성에서도 측정치의 범위는 $Gn_1$, $Gr_2$ 그리고 $Gr_1$의 순으로 감소한다. 석재의 품질구분 설정에 있어 공극률이 대표적인 물성으로 채택되어 여러 물성에 대한 상대적인 평가가 이루어졌다. 공극률(n)-비중(G), 흡수율(Ab), 압축강도(${\sigma}_c$), 인장강도(${\sigma}_t$), 쇼아경도(Hs) 그리고 탄성계수($E_{t}$)와의 상관도에서 각 등급별 기준이 설정된다.