• 제목/요약/키워드: flexural bond strength

검색결과 251건 처리시간 0.032초

Flexural strengthening of continuous unbonded post-tensioned concrete beams with end-anchored CFRP laminates

  • Ghasemi, Saeed;Maghsoudi, Ali A.;Bengar, Habib A.;Ronagh, Hamid R.
    • Structural Engineering and Mechanics
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    • 제53권6호
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    • pp.1083-1104
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    • 2015
  • This paper provides the results of an experimental investigation into the flexural behavior of continuous two-span unbonded post-tensioned high strength concrete (HSC) beams, strengthened by end-anchored CFRP laminates of different configurations in the hogging region. Implementing two different configurations of end-anchorage systems consisting of steel plates and bolts and carefully monitoring the development of strains throughout the load history using sufficiently large number of strain gauges, the response of beams including the observed crack propagations, beam deflection, modes of failure, capacity enhancement at service and ultimate and the amount of moment redistribution are measured, presented and discussed. The study is appropriate in the sense that it covers the more commonly occurring two span beams instead of the simply supported beams investigated by others. The experiments reconfirmed the finding of others that proper installation of composite strengthening system is most important in the quality of the bond which is essential for the internal transfer of forces. It was also found that for the tested two span continuous beams, the capacity enhancement is more pronounced at the serviceability level than the ultimate. This is an important finding as the design of these beams is mostly governed by the serviceability limit state signifying the appropriateness of the suggested strengthening method. The paper provides quantitative data on the amount of this capacity enhancement.

농업용 콘크리트 구조물을 위한 라텍스 개질 보수용 모르타르의 적정 배합비 도출 (Optimum Mix Proportion of Latex Modified Repair Mortar for Agricultural Concrete Structures)

  • 원종필;이재영;박찬기;박성기
    • 한국농공학회논문집
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    • 제49권2호
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    • pp.37-46
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    • 2007
  • The service life of agricultural concrete structures is designed in about 30 to 100 years, but actual service lift is estimated in an average 18 years. Therefore, as the service life of the agricultural concrete structures increases, necessity of repair by aging from various environment condition exposure increases. This study was to determinate the optimum mix proportion of latex modified repair mortar and to improve the durability performance of agricultural concrete structures. The physical and mechanical tests of latex modified repair mortar were performed. Tests of flow, compressive strength, flexural strength and bond strength tests were conducted. Test results show that the optimum nex proportion of latex modified repair mortar, when used in 5% latex volume fraction (weight of cement), 1.5% antifoaming agent (weight of latex), 0.2% PVA fiber volume fraction, 1:2 (binder-sand ratio), 10% silica fume replacement ratio (weight of cement), could result in best performance for the repair of agricultural concrete structures.

Experimental investigations on composite slabs to evaluate longitudinal shear strength

  • Saravanan, M.;Marimuthu, V.;Prabha, P.;Arul Jayachandran, S.;Datta, D.
    • Steel and Composite Structures
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    • 제13권5호
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    • pp.489-500
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    • 2012
  • Cold-formed steel profile sheets acting as decks have been popularly used in composite slab systems in steel structural works, since it acts as a working platform as well as formwork for concreting during construction stage and also as tension reinforcement for the concrete slab during service. In developing countries like India, this system of flooring is being increasingly used due to the innate advantage of these systems. Three modes of failure have been identified in composite slab such as flexural, vertical shear and longitudinal shear failure. Longitudinal shear failure is the one which is difficult to predict theoretically and therefore experimental methods suggested by Eurocode 4 (EC 4) of four point bending test is in practice throughout world. This paper presents such an experimental investigation on embossed profile sheet acting as a composite deck where in the longitudinal shear bond characteristics values are evaluated. Two stages, brittle and ductile phases were observed during the tests. The cyclic load appears to less effect on the ultimate shear strength of the composite slab.

Finite element modeling of reinforced concrete beams externally bonded with PET-FRP laminates

  • Rami A. Hawileh;Maha A. Assad;Jamal A. Abdalla; M. Z. Naser
    • Computers and Concrete
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    • 제33권2호
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    • pp.163-173
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    • 2024
  • Fiber-reinforced polymers (FRP) have a proven strength enhancement capability when installed into Reinforced Concrete (RC) beams. The brittle failure of traditional FRP strengthening systems has attracted researchers to develop novel materials with improved strength and ductility properties. One such material is that known as polyethylene terephthalate (PET). This study presents a numerical investigation of the flexural behavior of reinforced concrete beams externally strengthened with PET-FRP systems. This material is distinguished by its large rupture strain, leading to an improvement in the ductility of the strengthened structural members compared to conventional FRPs. A three-dimensional (3-D) finite element (FE) model is developed in this study to predict the load-deflection response of a series of experimentally tested beams published in the literature. The numerical model incorporates constitutive material laws and bond-slip behavior between concrete and the strengthening system. Moreover, the validated model was applied in a parametric study to inspect the effect of concrete compressive strength, PET-FRP sheet length, and reinforcing steel bar diameter on the overall performance of concrete beams externally strengthened with PET-FRP.

도재용착용 Non beryllium 합금의 degassing과 opaque의 소성술식에 따른 결합강도 분석 (Shear bond strength analysis of non beryllium PFM metal with degassing and opaque firing techniques)

  • 임중재;이상혁
    • 한국산학기술학회논문지
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    • 제16권7호
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    • pp.4357-4363
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    • 2015
  • 본 연구는 베릴륨 함유하지 않은 Ni-Cr계 도재용 금속에 전용도재를 도포, 소성된 시편을 3점 굴곡 시험으로 결합강도를 측정하고, SAM/EDS로 표면성분관찰 실험한 AVOVA와 Tukey HSAD 사후검정을 실시한 결과는 다음과 같은 결론을 얻었다. 첫째. 모든 군에서 ISO 9693의 치과용 금속-도재 시편의 최소 결합강도의 최소치인 25 MPa의 전단결합강도를 상위하며 안정적인 결과값을 나타냈다. 둘째. 결합 강도는 대조군 V1은 $32.37{\pm}1.91MPa$으로 나타났고, 실험군 V2 $38.25{\pm}1.38MPa$, 실험군 V3 $46.43{\pm}2.14MPa$, 그리고 실험군 V4 $47.21{\pm}1.72MPa$, 순으로 나타났으며 통계적으로 유의한 차이를 보였다. 사후 검정 (Tukey's HSD test) 결과, 결합강도 실험결과 실험군 V4는, 대조군 V1보다 높게 나타났다. 셋째. 금속-도재의 결합에서 산화처리를 시행한 군보다 시행하지 않고 불투명 도재를 도포하고 소성한 군이 높게 나타났으며, paste불투명 도재보다 분말 불투명도재의 사용에 따른 결합강도가 더 높게 나타났다. 넷째. 실험군 V4는 금속과 도재의 결합강도 비교에서 가장 높게 나타났다.

소규모 철골조 노출형 주각부의 반복가력 실험 (Cyclic Loading Test for Exposed Column-base Plate Connections of Small-size Steel Structures)

  • 임우영;유영찬;유미나
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권2호
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    • pp.34-45
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    • 2017
  • 본 연구에서는 소규모 철골조에 대한 기존 건축물의 접합부 현황조사와 분석을 통해 노출형 주각부에 대한 내진성능을 평가하였다. 총 9개의 주각부에 대한 반복가력 실험을 통해 휨강도, 변형능력, 그리고 초기강성 등이 조사되었다. 실험의 주요 변수는 베이스 플레이트의 두께, 앵커볼트의 개수와 매립깊이, 앵커볼트 후크의 유무, 그리고 리브 플레이트의 유무이다. 본 실험결과에 의하면, 주각부의 휨거동은 앵커볼트의 개수와 매립깊이, 그리고 베이스 플레이트의 두께에 영향을 받는 것으로 나타났다. 반면에, 주각부에 설치된 리브플레이트는 휨강도에 큰 영향을 주지 않는 것으로 나타났다. 종합적으로 노출형 철골 주각부와 기초부 그리고 앵커볼트 등이 모두 현행 구조기준을 만족한다고 할지라도, 앵커볼트와 기초부 콘크리트 사이의 부착력이 충분하지 않을 경우, 슬립형 거동이 관측되어 개선이 필요한 것으로 파악되었다. 앵커볼트의 매립깊이가 현행 구조기준을 만족하고, 앵커볼트에 후크가 설치된 경우, 노출형 주각부의 초기강성은 주각부가 구속되었을 때의 휨강성 하한값의 약 15% 수준인 것으로 나타났다.

수종 합금의 도재 결합강도 (Bond-strength of several metal-meramic alloys and meneered-porcelain)

  • 이광훈;조영범;정재헌;김희중
    • 대한치과보철학회지
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    • 제49권3호
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    • pp.191-196
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    • 2011
  • 연구 목적: 본 연구는 여러 가지 금속-도재 합금의 도재결합강도를 측정하여 임상에 적용하는 것이 적절한지 평가하고자 하였다. 연구 재료 및 방법: 금속도재소부 전장관으로 가장 많이 사용되는 Ni-Cr 합금(Group 1)과 75% 금합금(Group 2) 및 최근 도재금 합금으로 판매되고 있는 52.5% (Group 3), 51.5% (Group 4), 32% (Group 5), 10% 금합금(Group 6)이 시편으로 제작되었다. 시편은 각각 5개씩 제작되었으며, 제작된 시편에 전용 도재를 소성하고 3점 굴곡 시험을 통하여 도재와 각 금속간의 결합강도를 측정하였다. 결과: Group 1의 도재 결합강도가 $40.62{\pm}3.32$ MPa로 다른 실험군의 도재결합 강도에 비해 통계학적으로 유의성 있게 가장 높은 결합강도를 보였고(P<.05), 다음으로 Group 2가 $37.47{\pm}1.57$ MPa, Group 3이 $35.85{\pm}1.48$ MPa, Group 4가 $35.04{\pm}1.34$ MPa, Group 5가 $33.17{\pm}1.62$ MPa, Group 6가 $30.75{\pm}1.21$ MPa 순으로 결합강도가 감소하였다. Group 2, 3, 4 의 도재결합 강도는 Group 6와 통계학적으로 유의성을 보여주고 있으나(Duncan's test, P<.05), Group 3과 4는 Group 5와 서로 유의한 차이를 보이지 않았다(Duncan's test, P>.05). 도재 결합 강도 차이는 금 함량이 높을수록 강도가 높았고, 모든 실험군에서 ISO 9693에서 제시하는 기준치(25 MPa)보다 높은 수치를 나타내었다. 결론: 실험에 포함된 모든 합금들이 임상적으로 사용 가능할 것으로 추정된다.

Off-line Multicritera Optimization of Creep Feed Ceramic Grinding Process

  • Chen Ming-Kuen
    • 한국품질경영학회:학술대회논문집
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    • 한국품질경영학회 1998년도 The 12th Asia Quality Management Symposium* Total Quality Management for Restoring Competitiveness
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    • pp.680-695
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    • 1998
  • The objective of this study is to optimize the responses of the creep feed ceramic grinding process simultaneously by an off-1ine multicriteria optimization methodology. The responses considered as objectives are material removal rate, flexural strength, normal grinding force, workpiece surface roughness and grinder power. Alumina material was ground by the creep feed grinding mode using superabrasive grinding wheels. The process variables optimized for the above objectives include grinding wheel specification, such as bond type, mesh size, and grit concentration, and grinding process parameters, such as depth of cut and feed rate. A weighting method transforms the multi-objective problem into a single-objective programming format and then, by parametric variation of weights, the set of non-dominated optimum solutions are obtained. Finally, the multi-objective optimization methodology was tested by a sensitivity analysis to check the stability of the model.

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Characteristics according to the Amount of HAp Added in Resin for Tooth Repair

  • Hwang, Sungu;Lim, Jinhyuck;Ryu, Suchak
    • 한국세라믹학회지
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    • 제56권6호
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    • pp.521-525
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    • 2019
  • A study was conducted to investigate the possibility of a composite material containing a composite resin as a matrix and hydroxyapatite (HAp) powder as a substitute material for tooth repair. As the content of HAp increased, hardness value (111.9 HV at 9%) increased and flexural strength (73.3 MPa at 9%) decreased. Observation of the microstructure after immersion in a simulated body fluid (SBF) solution confirmed a dense structure due to mutual coagulation and curing. It was thought that fine HAp recrystals were formed with the lapse of time, and they were entangled to form a condensation structure and had a dense structure. In addition, since the activity was shown by the ion migration on the surface of a tooth, it was highly likely that a biocompatible bond occurred during tooth contact. Therefore, it could be used as a substitute material for tooth repair.

LMC 교면포장공법의 국내 도입 방안 (Strategy of LMC Application at Bridge Overlay in Korea)

  • 김기헌;윤경구;박상일;홍창우;이주형
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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    • pp.1063-1068
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    • 2000
  • Latex modified concrete (LMC) has grown to be accepted as a standard material of construction overlaying bridge decks in America due to its superior physical and chemical properties. The properties of latex, combined with the low water-cement ratio, produce a concrete that has improved flexural, tensile, and bond strength, lower modulus of elasticity, increased freeze-thaw resistance, and reduced permeability compared to conventional concrete of similar mix design. LMC overlays have been service in excellence for 30 years on thousands of bridge in U.S.A. This may, also, prolong the life cycle of bridge deck once it is adopted in Korea. The self-contained, mobile, continuous mixer is most appropriate particularly for concrete quality assurance. Assuring quality on a bridge deck overlay project should begin in the design phase and continue after the construction is completed. Quality should be the concern of everyone involved-owner, designer, and contractor.