• 제목/요약/키워드: mechanical strength and rigidity

검색결과 72건 처리시간 0.024초

잿물로 매염처리된 소방염포의 물성에 관한 연구 (A Study on the Physical Properties of Sappan Wood Dyeing Fabrics Treated by Rice Straw Ash Solution)

  • 주영주
    • 한국의류학회지
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    • 제22권6호
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    • pp.699-705
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    • 1998
  • This paper surveys the effect of rice straw ash solution to the physical properties of Sappan Wood dyeing fabrics. In the quantitative analysis of rice straw ash solution, the quantities of absorbed ingredients in fabrics were increased by bath pull treatment but the amount of absorption(K/S value) was increased by bath pH4.5 treatment. This is related to the metal ion. Among the metal ion, effect of Fe iou and Al ion were related. In case added extracted dye solution to mordants, the color dye solution became dark and increased reddish. The changes of mechanical properties of fabrics tensile resilience, bending rigidity(B), compressional resilience(RC) were increased. Generally mechanical properties were increased by rice straw ash solution treatment, specially bath pH9 treatment. Rice straw ash solution treatment of dyeing fabrics made the improvement in tensile strength and elongation and in the amount of absorption, dye ability, color fastness, mechanical properties, tensile strength, elongation.

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Mechanical properties of bamboo-epoxy composites a structural application

  • Biswas, Sandhyarani
    • Advances in materials Research
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    • 제1권3호
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    • pp.221-231
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    • 2012
  • In this study, the physical and mechanical properties of bamboo fiber reinforced epoxy composites were studied. Composites were fabricated using short bamboo fiber at four different fiber loading (0 wt%, 15 wt%, 30 wt% and 45 wt%). It has been observed that few properties increases significantly with respect to fiber loading, however properties like void fraction increases from 1.71% to 5.69% with the increase in fiber loading. Hence, in order to reduce the void fraction, improve hardness and other mechanical properties silicon carbide (SiC) filler is added in bamboo fiber reinforced epoxy composites at four different weight percentages (0 wt%, 5 wt%, 10 wt% and 15 wt%) by keeping fiber loading constant (45 wt%). The significant improvement of hardness (from 46 to 57 Hv) at 15 wt%SiC, tensile strength (from 10.48 to 13.44 MPa) at 10 wt% SiC, flexural strength (from 19.93 to 29.53 MPa) at 5 wt%SiC and reduction of void fraction (from 5.69 to 3.91%) at 5 wt%SiC is observed. The results of this study indicate that using particulate filled bamboo fiber reinforced epoxy composites could successfully develop a composite material in terms of high strength and rigidity for light weight applications compared to conventional bamboo composites. Finally, SEM studies were carried out to evaluate fibre/matrix interactions.

유한요소법을 이용한 type 4 수소저장용기용 고정 장치의 구조적 안전성 분석에 관한 연구 (A Study on the Structural Safety Analysis of Neck Mount Block of Type 4 Hydrogen Storage Vessel by Finite Element Method)

  • 김건우;김혜원;박한민;이정호;윤수진;이한수;김종열;이석진;유계형;윤영길;김한상
    • 한국수소및신에너지학회논문집
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    • 제35권2호
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    • pp.195-204
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    • 2024
  • The study involves a finite element analysis to evaluate the structural integrity of the neck mount block for a type 4 hydrogen storage vessel, with the aim of enhancing its strength and rigidity. The existing neck mount block consists of a fixed part and a sliding part, each comprising a body block for load support, a screw part for neck boss fixation, and bolts. To analyze the vulnerabilities of the neck mount block under bolt fastening and load conditions relative to vehicle travel directions, a structural analysis process was developed. Comparative analysis between the enhanced design and the existing model was performed, resulting in improved strength and rigidity. The objective is to provide guidance for the current product development and to offer fundamental data for the design and structural analysis of future development projects.

대나무 망의 역학적 특성분석 (The Analysis of the Mechanical Characteristic of Bamboo Net)

  • 양기석;이송
    • 한국지반공학회논문집
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    • 제25권5호
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    • pp.29-37
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    • 2009
  • 대나무의 휨 강성이 지지력 증대에 미치는 영향을 평가하기 위해서는 대나무 망 구조체의 역학적 특성에 대한 시험이 필요하나, 현재까지 이러한 시험을 실시할 수 있는 장치는 개발되어 있지 않은 상태이다. 이에 본 연구를 통하여 대나무 망 구조체의 응력-변위 거동특성을 시험할 수 있는 장치를 개발하였으며, 대나무 망 구조제의 역학적 특성시험과 장비별 접지압과의 비교를 통해 대나무 망으로 보강한 지반에서 시공중 변위가 고려된 최소 복토두께 산정에 대하여 분석하였다.

Psychological and Physiological Responses to the Rustling Sounds of Korean Traditional Silk Fabrics

  • Cho, Soo-Min;Yi, Eun-Jou;Cho, Gil-Soo
    • Fibers and Polymers
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    • 제7권4호
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    • pp.450-456
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    • 2006
  • The objectives of this study were to investigate physiological and psychological responses to the rustling sound of Korean traditional silk fabrics and to figure out objective measurements such as sound parameters and mechanical properties determining the human responses. Five different traditional silk fabrics were selected by cluster analysis and their sound characteristics were observed in terms of FFT spectra and some calculated sound parameters including level pressure of total sound (LPT), Zwicker's psychoacoustic parameters - loudness(Z), sharpness(Z), roughness(Z), and fluctuation strength(Z), and sound color factors such as ${\Delta}L\;and\;{\Delta}f$. As physiological signals, the ratio of low frequency to high frequency (LF/HF) from the power spectrum of heart rate variability, pulse volume (PV), heart rate (HR), and skin conductance level (SCL) evoked by the fabric sounds were measured from thirty participants. Also, seven aspects of psychological state including softness, loudness, sharpness, roughness, clearness, highness, and pleasantness were evaluated when each sound was presented. The traditional silk fabric sounds were likely to be felt as soft and pleasant rather than clear and high, which seemed to evoke less change of both LF/HF and SCL indicating a negative sensation than other fabrics previously reported. As fluctuation strength(Z) were higher and bending rigidity (B) values lower, the fabrics tended to be perceived as sounding softer, which resulted in increase of PV changes. The higher LPT was concerned with higher rating for subjective loudness so that HR was more increased. Also, compression linearity (LC) affected subjective pleasantness positively, which caused less changes of HR. Therefore, we concluded that such objective measurements as LPT, fluctuation strength(Z), bending rigidity (B), and compression linearity (LC) were significant factors affecting physiological and psychological responses to the sounds of Korean traditional silk fabrics.

초고장력 강판을 적용한 Cowl Cross Member의 레이저 용접 적용에 관한 연구 (A Study on Laser Welding Application of the Cowl Cross Member for Ultra-High Strength Steel)

  • 박동환;윤재정;김근영
    • 한국생산제조학회지
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    • 제23권5호
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    • pp.525-531
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    • 2014
  • A cowl cross is a part of the car's instrument panel used to maintain the rigidity of the vehicle body side. The application of laser welding has the benefits of speed and thermal deformation compared to arc welding. An ultra-high strength steel sheet is used to reduce the weight of the vehicle body parts. Generally, formability of such a steel sheet is poor because its elongation is very low. For this reason, a method for cold forming of an ultra-high strength steel sheet is required. This paper describes how to improve the formability and weldability of the ultra-high strength steel sheet. Mechanical tests of this material were also performed to evaluate the welding properties of $CO_2$ (GMAW) and those of laser welding.

축력이 철근콘크리트 휨부재의 거동과 평균 균열간격에 미치는 영향 (The Effect of Axial Force on the Behavior and Average Crack Spacing of Reinforced Concrete Flexural Member)

  • 양은익;김진근;이성태;임전사랑
    • 콘크리트학회지
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    • 제9권4호
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    • pp.207-214
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    • 1997
  • 본 연구는변형구속에 의해 생기는 축력이 철근콘크리트 휨부재의 역학적 거동과 평균 균열간격에 미치는 영향을 검토하기 위해 수행되었다. 이를 위하여 변형구속 및 무구속 조건하에서의 휨강도와 휨강성을 실험으로 구하였으며, 또한 축방향 구속을 받는 휨부재의 평균 균열간격을 예측하는 식을 제안하였다.

Experimental study on reinforced concrete filled circular steel tubular columns

  • Hua, Wei;Wang, Hai-Jun;Hasegawa, Akira
    • Steel and Composite Structures
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    • 제17권4호
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    • pp.517-533
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    • 2014
  • Experimental results of 39 specimens including concrete columns, RC columns, hollow steel tube columns, concrete filled steel tubular (CFT) columns, and reinforced concrete filled steel tubular (RCFT) columns are presented. Based on the experimental results, the load-carrying capacity, confined effect, ductility, and failure mode of test columns are investigated. The effects of the main factors such as width-thickness ratio (the ratio of external diameter and wall thickness for steel tubes), concrete strength, steel tube with or without rib, and arrangement of reinforcing bars on the mechanical characteristics of columns are discussed as well. The differences between CFT and RCFT are compared. As a result, it is thought that strength, rigidity and ductility of RCFT are improved; especially strength and ductility are improved after the peak of load-displacement curve.

열처리형 Al 압출재를 이용한 하이드로포밍 부품개발 (Development of Hydroformed Automotive Parts with Heat-treatable Aluminum Extrudates)

  • 이문용;강창룡;류성지
    • 열처리공학회지
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    • 제17권3호
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    • pp.165-172
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    • 2004
  • Compared with the hydroforming technology for steel, the hydroforming technology for aluminum has not been actively investigated. Recently, the hydroforming of high strength aluminum tubes has attracted great interest because of its good strength to weight ratio. In this study, front side member (FSM) is fabricated with the hydroforming of aluminum tube and the mechanical properties and dimensional accuracy of the hydroformed FSM is investigated. For hydroforming process, extruded aluminum tubes with ribs to improve the structural rigidity are used. To ensure the mechanical properties, the aluminum tubes are T6 heat-treated before hydroforming.

수동화재보호 재료가 적용된 구조부재의 화재하중에 대한 강도 특성 (Strength Characteristics of Passive Fire Protection Material Applied Structural Members on Fire Load)

  • 조상찬;유승수;서정관
    • 대한조선학회논문집
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    • 제59권1호
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    • pp.29-38
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    • 2022
  • In offshore installations, fires cause the structure to lose its rigidity and it leads to structural integrity and stability problems. The Passive Fire Protection (PFP) system slows the transfer rate of fire heat and helps prevent the collapse of structures and fatality. Especially, intumescent epoxy coating is widely used in the offshore industry, and not only is the material cost expensive, but it also takes a lot of time and cost for construction. Several studies have been conducted on the efficient application and optimal design of the PFP system. However, the mechanical properties and the strength of the PFP material have not been considered. In addition, researches on the correlation between the thickness of PFP and the structural behavior were insufficient. Therefore, this study aims to analyze the thermal and mechanical effects of the PFP on the structure when it is applied to the structural member. In particular, it is intended to resolve the change in strength characteristics of the structural members as the thickness of the PFP increases.