• Title/Summary/Keyword: Inner behavior

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Influence of Differential Moisture Distribution on SRC Column Shortening

  • Seol Hyun-Cheol;Kim Jin-Keuna;Kim Yun-Yonga;Kwon Seung-Heea
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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    • pp.423-426
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    • 2005
  • Steel reinforced concrete (SRC) columns, which are widely employed in high-rise buildings, exhibit particular time-dependent behavior due to creep and shrinkage of the concrete, and this behavior may cause problems related to serviceability and structural stability. SRC columns also exhibit a time-dependent, cross-sectional relative humidity distribution that differs from reinforced concrete (RC) columns, due to the presence of an inner steel plate, which interferes with the moisture diffusion of concrete. This differential moisture distribution of SRC columns may reduce the drying shrinkage and the drying creep as contrasted with RC columns. Therefore, we propose that the differential moisture distribution be taken into account to accurately predict SRC column shortening.

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미륵사지 석탑의 축조형식에 따른 구조성능 평가 (Structural Performance Evaluation of Stone Pagoda of Mireuk Temple Site in accordance with Construction Type)

  • 김호수;박찬홍;이하나
    • 한국공간구조학회논문집
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    • 제14권2호
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    • pp.41-50
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    • 2014
  • The stone pagoda of Mireuk temple site is currently restoring through the repairing process. This stone pagoda has the various construction types in the inner and outer space. Therefore, the stress concentration and structural behavior need to be considered through the analysis of various construction patterns. To this end, this study presents the structural modelling and analysis considering the discrete element analysis technique to solve the discontinuum behavior between the stone elements. Also, this study performs the structural performance evaluation through the various design variables for the safety of stone pagoda. Through the analysis results, we can find out the small stress concentration in the several members. But, because the stresses and displacements are relatively small, we can secure the safety of the whole structure.

청소년의 또래폭력 귀인양식과 도덕적 판단에 대한 삽화연구 (Adolescents' Moral Reasoning & Attribution about Peer Violence)

  • 이상균
    • 한국사회복지학
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    • 제42권
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    • pp.314-339
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    • 2000
  • To identify adolescents' moral reasoning and attribution about peer violence, vignette study was conducted. 178 subjects selected from 4 inner city schools were asked to evaluate provoked violent situations. 4 situations depicting the provocation/retribution condition and 3 short vignettes depicting peer violence were presented, and adolescents were asked to judge the violent behavior and the morality of story characters. Analyses revealed that many adolescents focused more on the immorality of the provocation and perceived "hitting back" as a form of reciprocal justice. And a number of adolescents attributed the responsibility to the both of prosecutors and victims with situations which have obscure informations to judge the violent behaviors. In addition, adolescents having more violent characteristics were more likely to attribute the responsibility of violence to the victims than non-violent adolescents. Several suggestions based on these results are as follows: First, school or class-based conflict resolution program should be implemented to intervene in a dispute between peers. Second, it is necessary for comprehensive program such as Aggression Replacement Training including moral education as well as behavior modification to resolve peer violence.

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원전 부착식 텐던 격납건물의 구조거동 분석기법 개발II - FRANCE형 (Development of Analysis Technique for Structural Behavior of Containment with Bonded-Type Tendons (FRANCE Type))

  • 이상근;박상순;이상민;우상균;송영철
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.671-674
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    • 2004
  • In this study a program 'SAPONC-FRANCE' which is able to evaluate and analysis the elastic behavior property of the domestic FRANCE type containment under pressurization and depressurization in periodic structural integrity test (SIT) was developed. The readings of EAU system that is composed of the pendulum, invar-wire, leveling-pot, bench-mark, thermocouples and acoustic strain gauges were used as input data for operating the program. This program provides the prediction lines and bands of the pressure-strain(or displacement) relationship of concrete due to the changing of inner volume under pressurization and depressurization in SIT of the domestic FRANCE type containment.

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비선형 탄성이론에 기초한 혈관류 생체재료 실험장치 (Rubber-liked Biomaterial Experimental Setup based on Nonlinear Elasticity Theory)

  • 강태원
    • 한국정밀공학회지
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    • 제27권6호
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    • pp.90-97
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    • 2010
  • In order to understand the biomaterial like the blood vessel of artery, there is a need to quantify the biomechanical behavior of the vessel. Using computer-controlled experimental system, the experiment can acquire data such as inner pressure, axial load, diameter and axial gauge length without contacting the specimen. Rubber-liked material which is similar to passive artery was selected as pseudo-biomaterial. Deformations are measured for pressure-diameter curves. The data were collected and stored online to be used in the feedback control of experimental protocols. Finally, the illustrative data obtained from the experimental system were presented and the system shows that strain invariants are controlled to understand the nonlinear elastic behavior of biomaterial which is involved with strain energy function.

자동차 브레이크 제동시 디스크의 열적거동 및 응력 특성에 관한 연구 (A Study on Thermal Behavior and Stress Characteristics of Discs under Braking Conditions for Automobiles)

  • 백일현
    • Tribology and Lubricants
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    • 제28권5호
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    • pp.246-251
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    • 2012
  • Disc brakes and brake linings are part of the braking system in automobiles; this system works due to the braking power between the disc and pad. Vehicle braking systems have complex environments due to the geometry of the disk and pad, the material properties, the braking conditions, etc. Braking energy is converted into thermal energy during the braking process, due to the frictional heat between the disc brake and pad. This heat is changed to a heat flux, which affects the thermal stress of the disc. The purpose of this study was to use the fluid dynamics software ANSYS CFX to investigate the inner flow characteristics of the air and the heat transfer of the disc, and to analyze the effects on the thermal stress of the disc brake.

Tests and numerical behavior of circular concrete-filled double skin steel tubular stub columns under eccentric loads

  • Manigandan R.;Manoj Kumar
    • Structural Engineering and Mechanics
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    • 제88권3호
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    • pp.287-299
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    • 2023
  • This article describes experimental and numerical analyses of eccentrically loaded over the axially loaded circular concrete filled double-skinned steel tubular (CFDST) short columns. Tests on circular CFDST short columns under eccentric and concentric loading were conducted to assess their responses to the frequent intensity of 5-30 mm at the interval of each 5 mm eccentric loading conditions with constant cross-sectional proportions and width-to-thickness ratios of the outside and internal tubes. The non-linear finite-element analysis of circular CFDST short columns of eccentrically loaded over the axially loaded was performed using the ABAQUS to predict the structural behavior and compare the concentric loading capacity over the various eccentric loading conditions. The comparison outcomes show that the axial compressive strength of the circular CDFST short columns was 2.38-32.86%, lesser than the concentrically loaded short column with the inner circular section. Also, the influence of computer simulation employed is more efficient in forecasting the experimentally examined performance of circular CFDST stub columns.

Composite action of concrete-filled double circular steel tubular stub columns

  • Wang, Liping;Cao, Xing-xing;Ding, Fa-xing;Luo, Liang;Sun, Yi;Liu, Xue-mei;Su, Hui-lin
    • Steel and Composite Structures
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    • 제29권1호
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    • pp.77-90
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    • 2018
  • This paper presents a combined numerical, experimental, and theoretical study on the behavior of the concrete-filled double circular steel tubular (CFDT) stub columns under axial compressive loading. Four groups of stub column specimens were tested in this study to find out the effects of the concrete strength, steel ratio and diameter ratio on the mechanical behavior of CFDT stub columns. Nonlinear finite element (FE) models were also established to study the stresses of different components in the CFDT stub columns. The change of axial and transverse stresses in the internal and external steel tubes, as well as the change of axial stress in the concrete sandwich and concrete core, respectively, was thoroughly investigated for different CFDT stub columns with the same steel ratio. The influence of inner-to-outer diameter ratio and steel ratio on the ultimate bearing capacity of CFDT stub columns was identified, and a reasonable section configuration with proper inner-to-outer diameter ratio and steel ratio was proposed. Furthermore, a practical formula for predicting the ultimate bearing capacity was proposed based on the ultimate equilibrium principle. The predicted results showed satisfactory agreement with both experimental and numerical results, indicating that the proposed formula is applicable for design purposes.

Spectral Analysis of Geomagnetic Activity Indices and Solar Wind Parameters

  • Kim, Jung-Hee;Chang, Heon-Young
    • Journal of Astronomy and Space Sciences
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    • 제31권2호
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    • pp.159-167
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    • 2014
  • Solar variability is widely known to affect the interplanetary space and in turn the Earth's electromagnetical environment on the basis of common periodicities in the solar and geomagnetic activity indices. The goal of this study is twofold. Firstly, we attempt to associate modes by comparing a temporal behavior of the power of geomagnetic activity parameters since it is barely sufficient searching for common peaks with a similar periodicity in order to causally correlate geomagnetic activity parameters. As a result of the wavelet transform analysis we are able to obtain information on the temporal behavior of the power in the velocity of the solar wind, the number density of protons in the solar wind, the AE index, the Dst index, the interplanetary magnetic field, B and its three components of the GSM coordinate system, $B_X$, $B_Y$, $B_Z$. Secondly, we also attempt to search for any signatures of influence on the space environment near the Earth by inner planets orbiting around the Sun. Our main findings are as follows: (1) Parameters we have investigated show periodicities of ~ 27 days, ~ 13.5 days, ~ 9 days. (2) The peaks in the power spectrum of $B_Z$ appear to be split due to an unknown agent. (3) For some modes powers are not present all the time and intervals showing high powers do not always coincide. (4) Noticeable peaks do not emerge at those frequencies corresponding to the synodic and/or sidereal periods of Mercury and Venus, which leads us to conclude that the Earth's space environment is not subject to the shadow of the inner planets as suggested earlier.

Al-Si-Mg계 주조용 알루미늄 합금의 고주기 피로 거동에 미치는 기공의 영향 (Effect of Porosity on the High-Cycle Fatigue Behavior of Al-Si-Mg Casting Alloy)

  • 이영재;강원국;어광준;조규상;이기안
    • 소성∙가공
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    • 제18권4호
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    • pp.296-303
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    • 2009
  • The effect of porosity on the high-cycle fatigue properties of Al-Si-Mg casting aluminum alloys was investigated in this study. Microstructure examination, tensile and high-cycle fatigue test were conducted on both Al-Si-Mg casted (F) and heat-treated (T6) conditions. Porosity characteristics on the fracture surfaces of fatigue-tested samples were examined using SEM and image analysis. The microstructure observation results showed that eutectic Si particles were homogeneously dispersed in the matrix of the Al-Si-Mg casting alloys, but there were porosities formed as cast defects. The high-cycle fatigue results indicated that the fatigue strength of the 356-T6 alloy was higher than that of the 356-F alloys because of the significant reduction in volume fraction of pores by heat treatment. The SEM fractography results showed that porosity affected detrimental effect on the fatigue life: 80% of all tested samples fractured as a result of porosity which acted as the main crack initiation site. It was found that fatigue life decreased as the size of the surface pore increased. A comparison was made between surface pore and inner pore for its effect on the fatigue behavior. The results showed that the fatigue strength with the inner pores was higher than that of the surface pore.