• Title/Summary/Keyword: Bending test

Search Result 2,363, Processing Time 0.029 seconds

A Study on the Mechanical Properties and Bending Formability Evaluation of the Spring Strip Materials (박판 스프링용 재료의 기계적특성과 굽힘가공성 평가 연구)

  • Won, S.T.;Lim, K.H.
    • Transactions of Materials Processing
    • /
    • v.15 no.9 s.90
    • /
    • pp.660-666
    • /
    • 2006
  • This study examined the mechanical properties and bending formability evaluation of spring strip materials(SK5 CSPH, STS 301 CSP-EH, C7701-H). The hardness test and tensile test were performed at room temperature($20^{\circ}C$) for mechanical properties. The U-bending test were carried out at various conditions of punch corner radius(Rp), ratio of punch comer radius/thickness(Rp/t) and ratio of clearance/thickness(Rp/t) and ratio of clearance/thickness(C/t) for bending formability evaluation.

Bending-shear Strength of Concrete-filled Double Skin Circular Steel Tubular Beams with SMA and Rebar in Normal-and-High-strength Concrete

  • Lee, Seung Jo;Park, Jung Min
    • Architectural research
    • /
    • v.23 no.1
    • /
    • pp.11-17
    • /
    • 2021
  • A concrete-filled circular steel tube beam was fabricated, and a bending test was performed to analyze its failure modes, displacement ductility, bending-shear strength, and load-central deflection relationship. For the bending test, the installation position of the shape memory alloy (SMA) inside and outside the double-skin steel tube was used, and the rebar installation position, the concrete strength, the mixing of fibers, and the inner-outer diameter ratio as the main parameters. The test results showed that the installation positions of the reinforcements inside and outside the double-skin steel tube and the inner-outer diameter ratio of the steel tube affected the ductility, maximum load, and failure mode. In general, the specimen made of general concrete with SMA installed outside and inside (OI) the double-skin steel tube showed the best results.

Bending fatigue strength test of output gear for Korea High-speed Train (고속전철용 기어의 굽힘 피로강도 시험 및 평가)

  • 이동형;서정원;최경진;문경호;김용기
    • Proceedings of the KSR Conference
    • /
    • 2001.10a
    • /
    • pp.273-278
    • /
    • 2001
  • The transmission system of high speed train serve in the severe condition compared with those of other trains, namely, they have to transmit high power to run with high speed and they have to make maximum use of the limited space. To clarify the strength of gear for Korea High-speed train, a bending fatigue test is performed for the output gear of axle gear reduction unit. This paper reports the reviews of bending fatigue strength test method and the test results of output gear of axle gear reduction unit for high speed train.

  • PDF

The bearing capacity of monolithic composite beams with laminated slab throughout fire process

  • Lyu, Junli;Zhou, Shengnan;Chen, Qichao;Wang, Yong
    • Steel and Composite Structures
    • /
    • v.38 no.1
    • /
    • pp.87-102
    • /
    • 2021
  • To investigate the failure form, bending stiffness, and residual bearing capacity of monolithic composite beams with laminated slab throughout the fire process, fire tests of four monolithic composite beams with laminated slab were performed under constant load and temperature increase. Different factors such as post-pouring layer thickness, lap length of the prefabricated bottom slab, and stud spacing were considered in the fire test. The test results demonstrate that, under the same fire time and external load, the post-pouring layer thickness and stud spacing are important parameters that affect the fire resistance of monolithic composite beams with laminated slab. Similarly, the post-pouring layer thickness and stud spacing are the predominant factors affecting the bending stiffness of monolithic composite beams with laminated slab after fire exposure. The failure forms of monolithic composite beams with laminated slab after the fire are approximately the same as those at room temperature. In both cases, the beams underwent bending failure. However, after exposure to the high-temperature fire, cracks appeared earlier in the monolithic composite beams with laminated slab, and both the residual bearing capacity and bending stiffness were reduced by varying degrees. In this test, the bending bearing capacity and ductility of monolithic composite beams with laminated slab after fire exposure were reduced by 23.3% and 55.4%, respectively, compared with those tested at room temperature. Calculation methods for the residual bearing capacity and bending stiffness of monolithic composite beams with laminated slab in and after the fire are proposed, which demonstrated good accuracy.

Change of I-V Properties of Flexible CZTS Solar Cell Through Mechanical Bending Test (굽힘 시험에 의한 플렉시블 CZTS 태양전지의 I-V 특성 변화에 관한 연구)

  • Kim, Sungjun;Kim, Jeha
    • Journal of the Korea Convergence Society
    • /
    • v.13 no.3
    • /
    • pp.197-202
    • /
    • 2022
  • The CZTS solar cell is a thin film solar cell using an absorption layer composed of Cu, Zn, Sn, Se, and S, and is cheaper than a CIGS solar cell using In and Ga and more eco-friendly than a perovskite and CdTe solar cell using Pb and Cd. In this study, we conducted a bending test for flexible CZTS solar cells. Experiments were conducted in the direction of inner benidng with compressive stress and outer bending with tensile stress, and during the number of bending 1,000 times with a radius of curvature of 50 mmR, the efficiency of the solar cell decreased by up to 12.7%, and the biggest cause of efficiency reduction in both directions was a large decrease in parallel resistance.

A Simplified Approach for Predicting Springback in U-Draw Bending of Sheet Metals (U 드로오 벤딩에서의 스프링백 예측을 위한 이론적 단순화)

  • 장성호;허영무;서대교
    • Proceedings of the Korean Society for Technology of Plasticity Conference
    • /
    • 2003.10a
    • /
    • pp.125-131
    • /
    • 2003
  • The U-draw bending operation is known as a representative test method for springback evaluation of sheet metals since the sheet in U-draw bending operation undergoes stretching, bending and unbending deformations occurred at read stamping process. In this study, a simplified approach was proposed for predicting springback and side-wall curls in U-draw bending operations, using moment-curvature relationships derived for sheets undergoing stretching, bending and unbending deformation.

  • PDF

Change of Lumbar Spine and Hip Joint Flexion Angles During Forward Bending of the Trunk Using Manual Facilitation and a Stick (도수 촉진과 막대를 이용한 몸통의 전방 굴곡 운동에 따른 요추와 고관절 굴곡 각도의 변화)

  • Choung, Sung-Dae;Park, Kyue-Nam;Hong, Ji-A;Cho, Min-Sue;Son, Dong-Hwi;Cynn, Heon-Seock
    • Physical Therapy Korea
    • /
    • v.18 no.1
    • /
    • pp.57-63
    • /
    • 2011
  • The purpose of this study was to identify the effects of manual facilitation and a stick on lumbar and hip joint flexion angles in subject with lumbar flexion syndrome during forward bending from a sitting position. Fifteen subjects with lumbar flexion syndrome were recruited for this study. As a pretest, all subjects performed three repetitions of bending the trunk forward until the tips of their fingers touched the target bar. After this pretest, the subjects practiced the forward bending of the trunk 10 times, using either manual facilitation or a stick. Then, as a posttest, all subjects repeated the pretest procedure. The flexion angles of lumbar spine and hip joint during forward bending in a sitting position were measured using a three-dimensional motion analysis system. A paired t-test was used to determine the statistical differences between pre-test and post-test flexion angles and pre- and post-test flexion angle differences between forward bending with manual facilitation and forward bending with a stick. The level of statistical significance was set at p=.05. The results of the study showed that the angle of the lumbar flexion decreased significantly and the bilateral hip flexion angle increased significantly when performing forward bending with stick and manual facilitation. Furthermore, the angle of lumbar flexion decreased significantly and the angle of bilateral hip flexion increased significantly in forward bending with a stick compared to forward bending with manual facilitation. The findings of this study indicate that both forward bending with manual facilitation and sticks could be used to prevent excessive lumbar flexion and increase hip flexion, and that forward bending with a stick is more effective than forward bending with manual facilitation for inducing lumbar spine and hip joint angle changes.

The Bending and Compression Strength Properties in Rhus verniciflua(I) (한국산 옻나무의 휨 및 종압축 강도적 성질(I))

  • Byeon, Hee-Seop;Shimada, Masahiro;Fushitani, Masami
    • Journal of the Korean Wood Science and Technology
    • /
    • v.24 no.1
    • /
    • pp.95-99
    • /
    • 1996
  • The bending and compression strength properties of two types Rhus verniciflua specimens, which made of no heat-treated wood and heat-treated wood for urushiol extraction, were measured. The heat-treated specimens were finger-jointed with either resorcinol-phenol or polyurethane resin adhesives, and the vertical type bending strength property was also measured in these specimens. The results obtained are as follows ; 1. The correlation coefficient between the compression strength and specific gravity in the specimens of no heat-treated and heat-treated wood was high. However there was no difference in compression strength property as affected by heat treatment. 2 The correlation coefficient between the bending strength and specific gravity in the specimens of no heat-treated and heat-treated wood was also high. However, there was no difference in bending strength property as affected by heat treatment. 3 The bending test showed high correlation between modulus of elasticity and modulus of rupture for the specimens made of no heat-treated and heat-treated wood. However, there was no difference in bending strength property between the specimens made of heat-treated and no heat-treated wood. 4. The efficiencies of bending strength test on the finger-jointed specimens of heat-treated wood with resorcinol-phenol and polyurethane resin adhesives were 0.85, 0.81. respectively.

  • PDF

An Experimental Study on the Failure Characteristics of Flip Chips in Cyclic Bending Test (플립칩의 반복 굽힘 시험 시 파손 특성에 관한 실험적 연구)

  • Lee, Yong-Sung;Jeong, Jong-Seol;Kim, Hong-Seok;Shin, Ki-Hoon
    • Journal of the Korean Society of Manufacturing Technology Engineers
    • /
    • v.18 no.4
    • /
    • pp.362-368
    • /
    • 2009
  • In general, circuit board assemblies experience various mechanical loadings during assembly and in actual use. The repeated cyclic bending can cause electrical failures due to circuit board cracks, solder interconnects cracks, and the component cracks. In this paper, we report on the failure characteristics of semiconductor chips under the repeated cyclic bending. We first describe a new 4-point bending tester, which is developed according to JEDEC standard No. 22B113. The performance of the tester is then estimated through actual experiments. Test results reveal that the cracks first occur on the outer balls around 20,000 cycles and gradually propagate to the inner balls where cracks are found around 70,000 cycles.

  • PDF

Correlation between Component Fatigue Performance and Results from Plane Bending Fatigue Tests on Notched Samples

  • Bergmark, Anders;Dizdar, Senad;Bengtsson, Sven;Luk, Sydney
    • Proceedings of the Korean Powder Metallurgy Institute Conference
    • /
    • 2006.09a
    • /
    • pp.381-382
    • /
    • 2006
  • A comparative study is made on root bending fatigue performance of spur gears and plane bending fatigue performance of notched test bars. R = 0 root bending fatigue tests are made on small spur gears with critical root radius 1.0 mm. The results are compared to plane bending fatigue tests of 0.9 mm radius notched specimens. Results are presented for tests on 4%Ni/2%Cu/1.5%Mo prealloyed PM steel with addition of about 0.6% graphite. Predicted values from the test bars coincide well with the results obtained from the gear root fatigue tests.

  • PDF