• Title/Summary/Keyword: SD400

Search Result 122, Processing Time 0.022 seconds

Experimental Study on Effect of Confinement Details for Lap Splice of Headed Deformed Reinforcing Bars in Grade SD400 and SD500 (구속상세가 SD400 및 SD500 확대머리 이형철근의 겹침이음에 미치는 영향에 관한 실험적 연구)

  • Kim, Seung-Hun
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.19 no.1
    • /
    • pp.62-71
    • /
    • 2015
  • KCI 2012 and ACI318-11 contains development length provisions for the use of headed deformed bars in tension and does not allow their tension lap splices. In ACI318-11, the confinement factor, such as transverse reinforcement factor, is not used to calculate the development length of headed bars. The purpose of this experimental study is to evaluate the effect of confinement details to the lap splice performance of headed deformed reinforcing bars in grade SD400 and SD500. The confinement details are stirrups and tie-down bars in lap zone. Test results showed that specimens with only stirrups had the brittle failure and could not increase lap strengths, and that specimens with composite confinements by stirrups and tie-down bars had the flexural strengths over than nominal flexural strengths. Stirrups with tie-down bars can have an effect on improvement in lap splice of headed bars in grade SD400 and SD500.

Experimental Study on Lap Splice of Headed Deformed Reinforcing Bars in Tension (인장력을 받는 확대머리 이형철근의 겹침이음에 관한 실험적 연구)

  • Kim, Seung-Hun
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.18 no.5
    • /
    • pp.59-67
    • /
    • 2014
  • In tension lap splices of straight deformed bars, KCI Code (KCI2012) and ACI Code (ACI318-11) requires that the lap lengths for class B splice are 1.3 times as development length. KCI2012 contains development length provisions for the use of headed deformed bars in tension and does not allow their tension lap splices. The purpose of this experimental study is to evaluate that KCI2012 equation for the development length, $l_{dt}$, of headed bars can be used to calculate the lap length, $l_s$, of headed deformed bars in grade SD400 and SD500, having specified yield strength of 400 and 500 MPa. Test results showed that specimens with $l_s$ equal to $1.3l_{dt}$ had maximum flexural strengths as 1.16~1.31 times as the nominal flexural strengths, flexural failure mode, and ductility. These observations indicate that $1.3l_{dt}$ is suitable to the tensile lap length of headed deformed bars in grade SD400 and SD500.

Evaluation on Stiffness of High-strength Mortar-filled Sleeve Bar Splice Under Cyclic Loading (반복하중이 작용하는 고강도 모르타르 충전식 슬리브 철근이음에 대한 강성 평가)

  • Kim, Hyong Kee;Chung, Goo Yong
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.17 no.1
    • /
    • pp.85-93
    • /
    • 2013
  • In order to make a more reasonable evaluation on the stiffness of the high-strength mortar-filled sleeve bar splices under cyclic loading, we investigated and analyzed the existing experiment data of 106 full-sized reinforcing bar splices with test variables such as compressive strength of mortar, development length of reinforcement and sleeve type, etc. The following were found: 1) If mortar and the reinforcement development length with $f_{g^*}$(L/d) of more than 340 is used, the cast iron sleeve bar splices for SD350 and SD400 will have the stiffness of higher than A class of the AIJ code. 2) If mortar and the reinforcement development length with $f_{g^*}$(L/d) of more than 400 is used, the cast iron sleeve splices and pipe sleeve splices for SD500 will have the stiffness of higher than A class of the AIJ code.

Evaluation on Stiffness of Mortar-filled Sleeve Splice Using Estimation Method of Failure Mode (파괴모드 추정방법을 이용한 모르타르 충전식 슬리브 철근이음의 강성 평가)

  • Kim, Hyong Kee
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.16 no.1
    • /
    • pp.27-34
    • /
    • 2012
  • The objective of this study is to evaluate the stiffness of mortar-filled sleeve bar splice using estimation method of failure mode in the sleeve reinforcement splice. To attain this goal, we analyzed the test results of 261 actual-sized mortar-filled sleeve splice specimens. The study results showed that the estimation method of the failure mode in mortar-filled sleeve bar splice made an effective estimate of the stiffness in this bar splice with the exception of specimens with SD500 bars and smooth pipe sleeve. Especially, of the specimens with cast sleeve or uneven pipe sleeve in the range of reinforcement fracture using the estimation method of the failure mode in mortar-filled sleeve splice, specimens over 98% with SD400 bars and all specimens with SD500 bars had the stiffness capacity of higher than "A" class of AIJ code in monotonic loading. In addition, of the specimens in the range of reinforcement fracture using the estimation method of the failure mode in mortar-filled sleeve splice, all specimens with SD400 bars and SD500 bars had the stiffness capacity of higher than "A" class of AIJ code in cyclic loading.

An Experimental Study on the Flexural Capacity of RC Beams with High-Strength Reinforcement (고장력 철근이 배근된 RC보의 휨성능에 관한 실험적 연구)

  • Hong, Geon-Ho;Tak, So-Young;Jo, Jae-Yeol;Lee, Jae-Hun
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 2008.11a
    • /
    • pp.289-292
    • /
    • 2008
  • This paper studied experimentally on the structural performance and serviceability of RC beams with high-strength reinforcing bars. Following to the previous research, high-strength reinforcing bars have an negative effect on the deflection and crack depth. But, there are advantages about reducing amount of reinforcement than normal-strength reinforcing bars. So, the purpose of this paper is to analyze the effect of flexural performance on the beams with high-strength reinforcing bars. Three specimens were tested, and the main variable was the yield strength of the reinforcements; SD400, SD600 and SD700. Experimental results shows that the stiffness of members reduced when apply to high-strength reinforcement and equal reinforcement ratio. But the flexural strength of members increased to proportion to the strength and amount of reinforcement. Also, when high-strength reinforcement used, serviceability aspect do not appear to be affected because there is no change for crack number and maximum crack width.

  • PDF

A Study on the Subchronic Inhalation Toxicity of 2-Butanethiol Using SD Rats (2-부탄티올의 SD Rats를 이용한 아만성 흡입독성연구)

  • Kim, Hyeon-Yeong;Lee, Sung-Bae;Lim, Cheol-Hong;Cho, Hae-Won;Kang, Min-Gu;Lee, Jun-Yeon
    • Journal of Korean Society of Occupational and Environmental Hygiene
    • /
    • v.17 no.3
    • /
    • pp.181-191
    • /
    • 2007
  • With the 2-Butanethiol, which is an unidentified inhalation toxic material, acute inhalation toxicity was tested with SD rats. The $LC_{50}$ was evaluated to be 2,500 ppm (9.22 mg/L) or higher which falls under the criteria of acute toxicity Category 3 (500<$LC_{50}$<2,500 ppm) in the Industrial Safety and Health Act. In the subchronical inhalation toxicity test by 0, 25, 100, and 400 ppm, 6 hours a day, 5 days a week, for 13 weeks repeated exposure, though no death or particular clinical presentation was observed, in the female 25 and 400 ppm group, including weight change, and in each concentration group including 400 ppm, change of feed rate, eye stimulation, motility change in male group, and lesions in blood and blood biochemical were observed. In the internal organs weight, 25, 100, and 400 ppm groups in male and 400 ppm group in female showed significant (p<0.05) changes in kidney, liver, thymus, and lung. In the pathological tissue test, severe cortical tubular hyaline droplets were observed in the male 400 ppm group, and all male rats of 400 ppm group and 2 female individuals showed tubular degeneration/regeneration accompanied with pigmentation, showing that the target organs of inhalation exposure of 2-Butanethiol are spleen, kidney, nasal cavity, and adrenal. Through the tests, the NOEL of 2-Butanethiol was evaluated to be 25 ppm (0.092 mg/L) or less for both male and female.

Comparison of Pure Reinforcement Quantity to Development & Splice Reinforcement Quantity using High-strength Reinforcing Bars (고강도 철근 사용에 따른 순수 철근량에 대한 정착 및 이음 철근량 비교)

  • Cho, Seung-Ho;Na, Seung-Uk;Roh, Young-Sook
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.22 no.1
    • /
    • pp.72-80
    • /
    • 2018
  • Whilst it is common to construct high-rise buildings and long-span structures in the construction and building industry, there might be a number of problems such as excessive re-bars arrangement, deterioration of concrete quality, unnecessary quantity take-off and so forth. As these types of buildings and structures are getting more popular, it is widespread to apply high-strength materials such as high-strength concrete and re-bars to sustain durability and stability. This research aims to investigate the effectiveness of the high-strength reinforcing bars on the underground parking in a rigid-frame structure. In this study, the reinforcing bars with different yield strength were applied to corroborate the usefulness and practicability of the high-strength re-bars on the underground parking in a rigid-frame structure. The test results show that the quantity of reinforcement bars is lowered, as the yield strength of the re-bars are grown in general. However, the quantity of reinforcement bars on the development and splice has a tendency to increase slightly. Despite of the increase of the development and splice, the total quantity of reinforcing bars was reduced since the increasing ration of the pure quantity is higher than the development and splice. Base on the test results, it would be possible to achieve the reduction of reinforcing bars arrangement and lowering the amount of work to be done during a construction phase. Moreover, the reduced amount of bar arrangement will make it possible to improve workability and constructability of reinforced concrete structures. Ultimately, we will be able to attain improved quality and efficiency of construction using reinforced concrete.

Effects of Silkworm(Bombyx mori L.) Power on Oxidative Stress and Membrane Fluidity in Brain of SD Rats (뇌조직의 산화적 스트레스 및 세포막 유동성에 미치는 누에분말의 영향)

  • 최진호;김대익;박수현;김정민;조원기;이희삼;류강선
    • Journal of Life Science
    • /
    • v.11 no.2
    • /
    • pp.103-110
    • /
    • 2001
  • This study was designed to investigate the effects of silkworm(Bombyx moril L.) powder on oxidative stress and membrane fluidity in brain membranes of rats. Sprague-Dawley(SD) male rats(160$\pm$10 g) were fed basic diet(control group), and experimental diets(SWP-200 and SWP-400 groups) added 200 and 400mg/kg BW/day for 6 weeks. There were no significant differences in cholesterol levels of brain memberanes by administration of silkworm powder (SWP). Membrane fluidities were significantly increased(21.5% and 30.8%, respectively) in brain mitochondria of SWP-200 and SWP-400 groups compared with control group, but significant difference between brain microsomes could not obtained. Basal oxygen radicals (BORs) in brain mitochondria and mircrosomes were significantly inhibited(8.5% and 16.5%, 16.8%and 24.8%, respectively) by SWP-200 and SEP-400 groups compared with control group. Induced oxygen radicals(IORs) in brain mitochondria were significantly inhibited(16.6% and 21.4%, respectively)by sWP-200 and SWP-400 groups compared with control group, but IOR in brain microsome were significantly inhibited about 16.0% by SWP-400 groups only compared with control group. Lipid peroxide(LPO) levels were significantly decreaed(14.8%and 22.4%, respectively) in brain mitochondria of SWP-200 and SWP-400 groups compared with control group, but LPO level was significantly decreased about 16.0% in brain microsome of SWP-400 group only. Oxidized protein(OP) levels were remarkably decreased(about 14.8% and 16.5%, respectively) in brain mitochondria of SWP-200 and SWP-400 groups, but OP level was significantly decreased about 13.0% in brain microsome of SWP-400 group only compared with control group, Theses results suggest that administration of in brain microsome of SWP-400 group only compared with control group. These results suggest that administration of SWP may play effective role in attenuating an oxidative stress and increasing a membrane fluidity in brain membranes.

  • PDF

Tensile Test for Lap Welded Joints of Rebars(SD400) (일반철근(SD400) 용접 겹침이음 인장실험)

  • Park, Won-Tae;Chun, Kyoung-Sik
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.19 no.5
    • /
    • pp.570-576
    • /
    • 2018
  • In reinforced concrete structures, the joints of ordinary rebars are usually lap joints, which are bound by binding wires with rebars, and mechanical joints by couplers. In domestic design standards (concrete design code), welded lap joints are restricted for ordinary rebars, but overseas standards allow welded lap joints of ordinary rebars through pre-heating. This study investigated the domestic and international standards/criteria and evaluated the fracture strength by performing the tensile test on the lap welded joint of SD400 grade rebars, which is used the most in the construction sites. The weld length of the specimen for weld lap joints is based on the minimum weld length (8d) given in the KS standard (KS B ISO 17660-1). According to AWS D1.4, the preheating temperature was set to $150^{\circ}C$ for D19 and below, and $260^{\circ}C$ for D22 and above. In the test results, the tensile strength of rebars with welded lap joints exceeded the required strength (125% of the yield strength) according to the concrete design code. To analyze the effect of preheating, the tensile strength of the welded rebars after preheating was not significantly different from that of the welded rebars without preheating. The carbon equivalent content (Ceq) of the rebars used in the test was 0.45% or less. Under AWS D1.4, no preheating is required if the carbon equivalent is less than 0.45%. All specimens with a welded lap length of 8d failed by a bar fracture. The effect of preheating was confirmed to be insignificant due to the low carbon equivalent of the rebar.

Effects of Silkworm (Bombyx mori L.) Powder on Oxidative Stress and Membrane Fluidity in Liver of SD Rats (간장의 산화적 스트레스 및 세포막 유동성에 미치는 누에분말의 영향)

  • 최진호;김대익;박수현;김정민;조원기;이희삼;류강선
    • Journal of Life Science
    • /
    • v.10 no.5
    • /
    • pp.496-503
    • /
    • 2000
  • This study was designed to investigate the effects of silkworm (Bombyx mori L.) powder on oxidative stress and membrane fluidity in liver membranes of rats. Sprague-Dawley (SD) male rats (160±10 g) were fed basic diet (control group), and experimental diets (SWP-200 and SWP-400 groups) added 200 and 400 mg/kg BW/day for 6 weeks. A significant differences between liver mitochondria and microsomes of SWP-200 and SWP-400 groups could not be obtained. Membrane fluidities were dose-dependently increased (14.8% and 28.5%, 20.0% and 29.9%) in liver mitochondria and microsomes of SWP-200 and SWP-400 groups compared with control group. Basal oxygen radicals (BOR) in liver mitochondria and mocrosomes were significantly inhibited (15.2% and 21.7%, 12.6% and 18.6%, respectively) by SWP-200 and SWP-400 groups compared with control group. Induced oxygen radicals (IOR) in liver microsomes were significantly inhibited (15.5% and 16.1%, respectively) by SWP-200 and SWP-400 groups compared with control group, but IOR in liver mitochondria was significantly inhibited about 12.0% by SWP-400 group only compared with control group. Lipid peroxide (LPO) levels were significantly decreased (14.4% and 9.1%, respectively) in liver mitochondria and microsomes of SWP-400 group only compared with control group. Oxidized protein (OP) levels were remarkably decreased about 12.7% and 16.3% in liver microsomes only of SWP-200 and SWP-400 groups, but significant difference between liver motochondria could not obtained. These results suggest that administration of SWP may play an effective role in a attenuating a oxidative stress and increasing a membrane fluidity in liver membranes.

  • PDF