• Title/Summary/Keyword: expansion stress

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The Standardized Methods for Improvement of Maintenance and Performance Construction of Deterioration caused by Fire damage (화재피해 콘크리트의 유지관리 및 시공성능 향상을 위한 표준화방안)

  • Seo, Dong-Goo;Kim, Dong-Eun;Kim, Bong-Chan;Kwon, Young-Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.16-18
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    • 2013
  • A fire outbreak in a reinforcement concrete structure looses the organism by different contraction and expansion of hardened cement pastes and aggregate, and causes cracks by thermal stress, leading to the deterioration of the durability. So, concrete reinforcement structure is damaged partial or whole structure system. Therefore accurate diagnosis of deterioration is needed based on mechanism of fire deterioration in general concrete structures. Fundamental information and data on the properties of concrete exposed to high temperature are necessary for accurate diagnosis of deterioration. In this study, consider case of investigation methods and repair work in fire damaged structure concrete.

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Reaction Bonding of $ZrO_2$ and NiTi : Reaction Products Analyses on $ZrO_2/NiTi$ Bonding Interface with AEM ($ZrO_2$와 NiTi 합금의 반응접합 : 분석투과전자현미경을 이용한 $ZrO_2/NiTi$ 접합층 반응생성물 분석)

  • Kim, Young-Jung;Kim, Hwan
    • Journal of the Korean Ceramic Society
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    • v.30 no.11
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    • pp.949-954
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    • 1993
  • Microstructural development at the ZrO2/NiTi bonding interface and reaction products were examined and identified with SEM and AEM. Ti-oxide, Ti2Ni and Ni2Ti layer were observed whose thickness depends on bonding temperature typically. The development of Ti-oxide layer is related with oxygen ion in ZrO2 and liquid phase Ti2Ni. It is considered that compositional deviation from homogeneity and residual stress caused by thermal expansion mismatch are closely related with the formation of the Ti2Ni phase.

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The Influence of CuO on Bonding Behaviors of Low-Firing-Substrate and Cu Conductor (저온소성 기판과 Cu와의 동시소성에 미치는 CuO의 첨가효과)

  • 박정현;이상진
    • Journal of the Korean Ceramic Society
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    • v.31 no.4
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    • pp.381-388
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    • 1994
  • A new process which co-fires the low-firing-substrate and copper conductor was studied to achieve good bond strength and low sheet resistance of conductor. Cupric oxide is used as the precursor of conductive material in the new method and the firing atmosphere of the new process is changed sequently in air H2N2. The addition of cupric oxide and variations of firing atmosphere permited complete binder-burnout in comparison with the conventional method and contributed to the improvement of resistance and bonding behaviors. The potimum conditions of this experiment to obtain the satisfactory resistance and bond strength are as follows (binder-burnout temperature in air; 55$0^{\circ}C$, reducing temperature in H2; 40$0^{\circ}C$ for 30 min, ratio of copper and cupric oxide; 60:40~30:70 wt%). The bonding mechanism between the substrate and metal was explained by metal diffusion layer in the interface and the bond strength mainly depended on the stress caused by the difference of shrinkage and thermal expansion coefficient between the substrate and metal.

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A Study on the Debonding Phenomena of Clad Steel(1) -Deterioration of Interfacial Strength in Clad Steel by Thermal Treatment- (CLAD강의 DEBONDING 현상에 대한 연구(1) -열처리에 의한 clad강 계면의 강도 약화-)

  • 윤중근;김희진
    • Journal of Welding and Joining
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    • v.5 no.3
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    • pp.28-37
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    • 1987
  • To clarify the debonding phenomena of clad steel, the effect of thermal treatment (temperature, holding time) on the interfacial strength of clad steel was preliminarily investigated. From this study, it was confirmed that the interfacial strength of clad steel was deteriorated by thermal treatment and the amount of strength deteriorated, depending on the condition of thermal treatment, could be evaluated by the following equation. ${\sigma}_{ HT}/{\sigma}_{i}/=A_{0}-A\;exp(-Q/RT)log(t/t_{0})$ This equation implies that temperature has a far strong effect on strength deterioration than tiem. The deterioration of interfacial strength of clad steel after thermal treatment may be derived from the thermal stress caused by the difference in thermal expansion coefficient between component materials and microstructural change along the interface.

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Finite Element Analysis of Power Steering Hose Subject to Internal Pressure (내압을 받는 파워스티어링 호스의 유한요소해석)

  • Cho, Jin-Rae;Jeon, Do-Hyung;Roh, Gi-Tae
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.28 no.2
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    • pp.181-188
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    • 2004
  • The objective of this paper is to numerically examine the mechanical behavior of the swaged power steering(PS) hose subject to internal pressure. PS hose experiences a large internal pressure change in operating, so it's material part has to resist a cyclic expansion and compression without causing oil leakage. This cyclic pressure is intimately associated with fatigue failure of PS hose. In this study, we compare two types of PS hose. The numerical investigation is composed of three steps; swaging analysis, low and high pressure analyses. The comparative numerical results provide the basic data for the optimal PS design.

Behavior of Initial Formation of Iron Nitride on Carbon Steel at Low Pressure Gas Nitriding (저압가스질화에서 탄소강의 초기 화합물층 형성 거동)

  • Kim, Yoon-Kee;Kim, Sang-Gweon
    • Journal of Surface Science and Engineering
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    • v.44 no.3
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    • pp.75-81
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    • 2011
  • Growth behaviors of iron-nitride on S45C steels at low pressure gas nitriding were examined. Surfaces of the steels covered with fine and porous oxide during the pre-oxidation using $N_2O$ gas. Well faceted particles connected with them were observed after 1 min nitriding. They grew steadily and filled inter-pores during additional nitriding process. From the X-ray diffraction analysis, ${\gamma}'$-iron nitride was dominantly formed at the initial stage but the amount of ${\varepsilon}$-iron nitride was rapidly increased as nitriding treatment time. The porous layer was formed on the particles and thickened up to half of nitride layer after 60 min nitriding. The observed growth behaviors were discussed in internal stress related with volume expansion involved in transforming from iron to iron-nitrides.

Research for KGS FS551 Amendment Using Abroad Code and Structure Simulation (해외규격과 구조해석을 이용한 KGS FS551 개정안 연구)

  • Kang, Byung-Ik;Kim, Byung-Gi;Kim, Byung-Duk
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.18 no.9
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    • pp.7-16
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    • 2019
  • According to KGS FS551, the safety of an exposure pipe system should be calculated quantitatively by calculating the stress of exposed piping for thermal expansion. However, many pipe system designs and installation sites are not equipped for this. Therefore, KGS FS551 suggested the use of safe gas by presenting the recommended pipe shape. The shapes of various pipe systems have been derived. However, the recommended shape could not be an absolute evaluation standard. Furthermore, the ongoing debate over standards between a plumbing installer and an inspector is an obstacle to the efficient and safe use of gas. Therefore, the correct pipe system evaluation method is examined in this study, and the safety of the existing exposed pipe system is verified.

Bond strength modeling for corroded reinforcement in reinforced concrete

  • Wang, Xiaohui;Liu, Xila
    • Structural Engineering and Mechanics
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    • v.17 no.6
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    • pp.863-878
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    • 2004
  • Steel corrosion in reinforced concrete structures leads to concrete cover cracking, reduction of bond strength, and reduction of steel cross section. Among theses consequences mentioned, reduction of bond strength between reinforcement and concrete is of great importance to study the behaviour of RC members with corroded reinforcement. In this paper, firstly, an analytical model based on smeared cracking and average stress-strain relationship of concrete in tension is proposed to evaluate the maximum bursting pressure development in the cover concrete for noncorroded bar. Secondly, the internal pressure caused by the expansion of the corrosion products is evaluated by treating the cracked concrete as an orthotropic material. Finally, bond strength for corroded reinforcing bar is calculated and compared with test results.

A Study on the Sensitivity of Influencing Parameters on Axial Force in CWR on a Viaduct (교량상 장대레일의 축력 영향인자의 민감도 분석에 관한 연구)

  • Chun, Hee-Kwang;Choi, Jin-Yu;Choi, Il-Yun;Yang, Shin-Chu;Jeong, Jang-Yong
    • Proceedings of the KSR Conference
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    • 2008.11b
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    • pp.1043-1049
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    • 2008
  • Trouble by excessive axial stress in CWR layed on a bridge is frequently happen, and this problem is induced from lack of considering on the track/structure interface on preliminary design stage. In this study, the sensitivity evaluation for the major influencing parameters, that is, expansion length of span, stiffness of super structure, arrangement of bearing, and strength of sub-structure, to the axial force in CWR on a bridge is conducted. From the sensitivity study, the guideline to reduce axial force efficiently in CWR for bridge engineer was suggested. The suggested guideline may not applicable for every case, but it is helpful for preliminary design of bridge.

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FRACTIONAL ORDER THERMOELASTIC PROBLEM FOR FINITE PIEZOELECTRIC ROD SUBJECTED TO DIFFERENT TYPES OF THERMAL LOADING - DIRECT APPROACH

  • GAIKWAD, KISHOR R.;BHANDWALKAR, VIDHYA G.
    • Journal of the Korean Society for Industrial and Applied Mathematics
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    • v.25 no.3
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    • pp.117-131
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    • 2021
  • The problem of generalized thermoelasticity of two-temperature for finite piezoelectric rod will be modified by applying three different types of heating applications namely, thermal shock, ramp-type heating and harmonically vary heating. The solutions will be derived with direct approach by the application of Laplace transform and the Caputo-Fabrizio fractional order derivative. The inverse Laplace transforms are numerically evaluated with the help of a method formulated on Fourier series expansion. The results obtained for the conductive temperature, the dynamical temperature, the displacement, the stress and the strain distributions have represented graphically using MATLAB.