• 제목/요약/키워드: static bending

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딤플형 내부구조 금속 샌드위치 판재의 제작 및 정적 굽힘 실험 (Fabrication of Metallic Sandwich Plates with Inner Dimpled Shell Structure and Static Bending Test)

  • 성대용;정창균;윤석준;이상훈;안동규;양동열
    • 대한기계학회논문집A
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    • 제30권6호
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    • pp.653-661
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    • 2006
  • Metallic sandwich plates with various inner cores have important new features with not only ultra-light material characteristics and load bearing function but also multifunctional characteristics. Because of production possibility on the large scale and a good geometric precision, sandwich plates with inner dimpled shell structure from a single material have advantages as compared with other solid sandwich plates. Inner dimpled shell structures can be fabricated with press or roll forming process, and then bonded with two face sheets by multi-point resistance welding or adhesive bonding. Elasto-plastic bending behavior of sandwich plates have been predicted analytically and measured. The measurements have shown that elastic perfectly plastic approximation can be conveniently employed with less than 10% error in elastic stiffness, collapse load, and energy absorption. The dominant collapse modes are face buckling and bonding failure after yielding. Sandwich plates with inner dimpled shell structure can absorb more energy than other types of sandwich plates during the bending behavior.

Finite element modelling for the static bending response of rotating FG-GPLRC beams with geometrical imperfections in thermal mediums

  • Bui Manh Cuong;Abdelouahed Tounsi;Do Van Thom;Nguyen Thi Hai Van;Phung Van Minh
    • Computers and Concrete
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    • 제33권1호
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    • pp.91-102
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    • 2024
  • Beam-shaped components commonly rotate along a fixed axis when massive mechanical structures like rotors, jet engine blades, motor turbines, and rotating railway crossings perform their functions. For these structures to be useful in real life, their mechanical behavior is essential. Therefore, this is the first article to use the modified shear deformation theory type hyperbolic sine functions theory and the FEM to study the static bending response of rotating functionally graded GPL-reinforced composite (FG-GPLRC) beams with initial geometrical deficiencies in thermal media. Graphene platelets (GPLs) in three different configurations are woven into the beam's composition to increase its strength. By comparing the numerical results with those of previously published studies, we can assess the robustness of the theory and mechanical model employed in this study. Parameter studies are performed to determine the effect of various geometric and physical variables, such as rotation speed and temperature, on the bending reactions of structures.

Single-Molecule Methods for Investigating the Double-Stranded DNA Bendability

  • Yeou, Sanghun;Lee, Nam Ki
    • Molecules and Cells
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    • 제45권1호
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    • pp.33-40
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    • 2022
  • The various DNA-protein interactions associated with the expression of genetic information involve double-stranded DNA (dsDNA) bending. Due to the importance of the formation of the dsDNA bending structure, dsDNA bending properties have long been investigated in the biophysics field. Conventionally, DNA bendability is characterized by innate averaging data from bulk experiments. The advent of single-molecule methods, such as atomic force microscopy, optical and magnetic tweezers, tethered particle motion, and single-molecule fluorescence resonance energy transfer measurement, has provided valuable tools to investigate not only the static structures but also the dynamic properties of bent dsDNA. Here, we reviewed the single-molecule methods that have been used for investigating dsDNA bendability and new findings related to dsDNA bending. Single-molecule approaches are promising tools for revealing the unknown properties of dsDNA related to its bending, particularly in cells.

내화패널이 부착된 프리캐스트 PSC 풍도슬래브의 정적/동적하중에 관한 실험연구 (Experimental Studies on PSC Airpit-Slab with Fire Resistance Panel under Static and Dynamic Loads)

  • 김태균;배정;최헌;민인기
    • 대한토목학회논문집
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    • 제32권4A호
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    • pp.245-253
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    • 2012
  • 본 연구에서는 장대터널이나 지하차도 등에 시공되는 횡류식 환기시스템을 구성하는 내화패널이 부착된 프리캐스트 풍도슬래브의 구조성능을 평가하기 위해서 실물모형 구조실험을 수행하였다. 또한, 내화패널의 휨강도와 Pull-off test를 통하여 내화패널과 슬래브의 부착성능 등의 기초성능을 우선적으로 확인하였다. 실물모형시험은 내화패널과 프리캐스트 PSC 슬래브의 정적 휨성능과 차량의 통행 시 발생하는 표면압력 이상의 하중에 대한 동적피로부착성능을 평가하였다. 동적피로하중 시험에서 내화패널과 PSC 슬래브 사이의 탈락이나 손상은 발생하지 않았으며, 정적재하시험에서도 매우 안정적인 거동을 보였으며, 하부에 부착된 내화패널의 탈락은 발생하지 않았다. 따라서 시공 중이나 시공 후 외부하중에 의해 내화패널의 탈락은 발생하지 않을 것으로 판단된다.

The Effect of Hallux Valgus Correction Taping on Foot Arch and Static Balance of Young Adult with Hallux Valgus

  • Son, Jun-Seob;Jo, Yeon-Ju;Kim, Suhn-Yeop
    • 대한물리치료과학회지
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    • 제24권3호
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    • pp.18-29
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    • 2017
  • Purpose: The purpose of this study was to identify the effect of hallux valgus (HV) correction taping on the foot arch and balance of young adults with HV of the big toe. Methods: Forty-eight adults volunteered to participate in this study; of them, the 37 feet (11 men, 26 women) with ${\geq}15^{\circ}$ lateral bending of the metatarsophalangeal joint of the big toe, on a goniometer, were selected as the target foot. Non-elastic correction tape was applied to the foot with HV, while the target foot was used to evaluate the changes, before versus after taping, in the lateral bending angle of the big toe, navicular drop level, Clarke angle, and static balance using a Gaitview system. Each measurement was performed three times, and the average of each set was used in the analysis. The patients'general characteristics were compared by using an independent t-test, and the measurement values were analyzed by using a paired t-test. Results: After taping, the lateral bending angle of the toe significantly decreased (p<.05), difference in navicular drop level significantly decreased (p<.05), the Clarke angle significantly increased (p<.05), and static balance significantly improved (p<.05). Conclusion: We showed that HV taping resulted in an immediately improved HV angle, arch, and single-leg standing balance on the foot with HV. However, further studies should investigate the correlation between HV and foot arch.

3개월생 국산 대나무를 이용한 대나무 스트랜드보드 개발 (Developement of Bamboo Strand Board Made from 3 Months Old Domesitic Bamboo Species)

  • 이화형;강석구;김관의
    • 한국가구학회지
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    • 제11권2호
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    • pp.45-53
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    • 2000
  • This study was carried out to determine the suitability of 3 months old bamboo species of Phyllostachys bambusoides S. et Z., Phyllostachys Pubescens Mazel and Phyllostachys nigra var henonis Stapf as raw materials for the manufacture of strandboard. Total of 108 strandboards were made using urea-formaldehyde resin content level of 12% and one percent of liquid wax emulsion. The strandboard consisted of three layers the top and the bottom layer of which were oriented to the same direction and weighted 25% of the strandboard each. The middle core layer weighed 50% of the board and was perpendicular to the outer top and bottom layers. Analysis was performed to determine the effect of strand lengths and Uowing years of 3 months, 2 years and 3 years on strandboard properties. The physical and mechanical properties of bamboo species and boards were measured and compared to the standard requirements of strandboards. The results are as follows; 1. The more the growing years the higher the density of bamboo. Top part of bamboo indicated higher density value than that of bottom part. 2. Bamboo showed higher static bending strength compared to the main wood species. Longer growing years of bamboo generally inclosed the static tending strength out there were no statistical significancies for Phyllostachys bmbusoides S. et Z. and Phyllostachys pubescens Mazel. 3. Strand length indicated no difference on density and moisture content of strandboard. 5 cm of strand length gave the best static bending strength and internal bonding strength. Bamboo strandboard exhibited lesser extents of thickness swelling than that of CSA standard. 4. 3 months old bamboo gave higher static bending strength of strandboard than those of 2 years and 3 years old bamboo. In case of Phyllostachys nigra var henonis Stapf, 3 months old bamboo indicated higher internal bonding strength than those of 2 years and 3years old bamboo. but in Phyllostachys bambusoides S. et Z., Phyllostachys pubescens Mazel, there were no difference among growing years. Growing years showed no different physical properties of bamboo strandboard.

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가공면미세결함의 나노 인프로세스 측정을 위한 AFM시스템의 개발 (Development of an AFM-Based System for Nano In-Process Measurement of Defects on Machined Surfaces)

  • 권현규;최성대;박무훈
    • 대한기계학회논문집A
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    • 제26권3호
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    • pp.537-543
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    • 2002
  • This paper examines a new in-process measurement system for the measurement of micro-defects on the surfaces of brittle materials by using the AFM (Atomic Force Microscopy). A new AFM scanning stage that can also perform nano-scale bending of the sample was developed by adding a bending unit to a commercially available AFM scanner. The bending unit consists of a PZT actuator and sample holder, and can perform static and cyclic three-point bending. The true bending displacement of the bending unit is approximately 1.8mm when 80 volts are applied to the PZT actuator. The frequency response of the bending unit and the stress on the sample were also analyzed, both theoretically and experimentally. Potential surface defects of the sample were successfully detected by this measurement system. It was confirmed that the number of micro-defects on a scratched surface increases when the surface is subjected to a cyclic bending load.

동적, 정적, PNF 스트레칭이 요부 유연성에 미치는 효과 (The effect of Dynamic and Static PNF stretching on lower back flexibility)

  • 최원제;조남정;강희권;강수경;김민정;김병오;허수용;유병국;이삼철;손경현
    • PNF and Movement
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    • 제7권2호
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    • pp.11-20
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    • 2009
  • Purpose : The purpose of this study is to find out which method is efficient to enhance the flexibility of lower back between PNF(Proprioceptive Neuromuscular Facilitation), static and dynamic stretching. Methods : Subjects were 30 young people between the ages 17 and 19. They were randomly divided into three groups; static group(n=10) performed a static stretching, dynamic group(n=10) performed a dynamic stretching, and PNF group(n=10) performed a PNF stretching. Intervention was provided 5 days per week for 4 weeks. For each case, Trunk flexion forward, trunk flexion backward, trunk left lateral bending, trunk right lateral bending, trunk flexion forward a measuring instrument and tapeline were performed to measured the flexibility of lower back at different times(before starting the exercise, after 4 weeks). Results : The results of the study reveal that the lower back flexibility was a statistically significant difference in all groups(p<.05). There was statistically significant difference between PNF group and static group, PNF group and dynamic group. Conclusion : The finding indicated that PNF may be preferred technique for improving flexibility, and that flexibility training results in an increased consistency of flexibility scores.

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Experimental and numerical investigations of the influence of reducing cement by adding waste powder rubber on the impact behavior of concrete

  • Al-Tayeb, Mustafa Maher;Abu Bakar, B.H.;Akil, Hazizan Md.;Ismail, Hanafi
    • Computers and Concrete
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    • 제11권1호
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    • pp.63-73
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    • 2013
  • In this study, the effect of reducing cement by proportional addition of waste powder rubber on the performance of concrete under impact three-point bending loading were investigated experimentally and numerically. Concrete specimens were prepared by adding 5%, 10% and 20 % of rubber powder as filler to the mix and decreasing the same percentage of cement. For each case, three beams of $50mm{\times}100mm{\times}500mm$ were loaded to failure in a drop-weight impact machine by subjecting them to 20 N weight from 300mm height, while another three similar beams were tested under static load. The bending load-displacement behavior was analyzed for the plain and rubberized specimens, under static and impact loads. A three dimensional finite-element method simulation was also performed by using LUSAS V.14 in order to study the impact load-displacement behavior, and the predictions were validated with the experimental results. It was observed that, despite decreasing the cement content, the proportional addition of powder rubber until 10% could yield enhancements in impact tup, inertial load and bending load.

On static bending of multilayered carbon nanotube-reinforced composite plates

  • Daikh, Ahmed Amine;Bensaid, Ismail;Bachiri, Attia;Houari, Mohamed Sid Ahmed;Tounsi, Abdelouahed;Merzouki, Tarek
    • Computers and Concrete
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    • 제26권2호
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    • pp.137-150
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    • 2020
  • In this paper, the bending behavior of single-walled carbon nanotube-reinforced composite (CNTRC) laminated plates is studied using various shear deformation plate theories. Several types of reinforcement material distributions, a uniform distribution (UD) and three functionally graded distributions (FG), are inspected. A generalized higher-order deformation plate theory is utilized to derive the field equations of the CNTRC laminated plates where an analytical technique based on Navier's series is utilized to solve the static problem for simply-supported boundary conditions. A detailed numerical analysis is carried out to examine the influence of carbon nanotube volume fraction, laminated composite structure, side-to-thickness, and aspect ratios on stresses and deflection of the CNTRC laminated plates.