• 제목/요약/키워드: flexural test

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실물 및 축소모형 비교실험을 통한 휨-전단 RC교각의 내진성능평가 (Seismic Performance Evaluation of Shear-Flexure RC Piers through Comparative test of Real Scale and Reduced Scale Model)

  • 곽임종;조창백;조정래;김영진;김병석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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    • pp.849-854
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    • 2002
  • From the analysis results of some as-built drawings in national roadway bridges in Korea, many bridge piers are expected to show complex shear-flexural behaviour under earthquakes. But the previous research works about the seismic evaluation of bridges considered flexural behaviour RC piers only. In addition, the past bridge design specifications in Korea didn't include limitation on the amount of longitudinal lap splices in the plastic hinge zone of piers. Thus a large majority of non-seismically designed bridge piers in Korea may have lap splices in plastic hinge zone. In this study, prototype pier was selected among existent bridge piers whose failure mode is expected to be complex shear-flexural mode. And then, full scale and 1/2 reduced scale model RC piers with various longitudinal lap splice details were constructed. From the quasi static test results on these model RC piers, the effect of longitudinal lap splices on the seismic performance of bridges piers was analyzed. And the seismic capacity of the non-seismically designed shear-flexural RC piers was evaluated.

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연결부 상세에 따른 FRP-콘크리트 합성 바닥판의 거더 위 부모멘트부 휨강도 평가 (Evaluation of Flexural Strength of FRP-Concrete Composite Decks According to Details of Their Connecting Parts above Girders)

  • 박성용;조근희;김성태;조정래;김병석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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    • pp.21-24
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    • 2008
  • Tests were performed to obtain the flexural capacity of the innovative FRP-Concrete Composite Deck (FCCD) above girders. Test parameters were details of connection parts between FCCD and girder, such as continuity of FRP module, reinforcing ratio of FRP re-bars, and existence of shear connecting plate. As a test result, we found flexural strength of FCCD in the negative zone increases when FRP module is continuous, and reinforcement is increased, and shear connecting plate exists. And the flexural strength of all specimens give enough safety compared to the value needed in Korean highway bridge design code.

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철근 부식에 의해 단면이 손상된 R.C보의 보수성능평가 (Evaluation Repair Performance of Damaged R/C Beams due to Reinforcement Corrosion)

  • 정상인;홍건호;신영수;정란
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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    • pp.733-738
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    • 2000
  • This paper was aimed to evaluate the structural performance of flexural members repaired by polymer cement and epoxy mortar at soffit. Main test variables were repair materials, ratio of reinforcement and additional reinforcing bars. Test results shows that the repaired beams could change flexural capacity by materials and additional reinforcing bars. In polymer cement, the section repaired can carry same load, cracking moment and the flexural stiffness of the monolithic beams with same size. In epoxy mortar, all data were greater than the shotcrete. However, note that epoxy mortar may conduct member into brittle failure mode.

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고인성 섬유보강 시멘트 복합체의 휨인성 성능 및 평가 (Performance and Evaluation of Flexural Toughness Indices for HPFRCCs)

  • 한병찬;양일승;박완신;전에스더;김선우;윤현도
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.615-618
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    • 2004
  • The primary role of fibers in High performance fiber reinforced cement composites(HPFRCCs) is to improve the toughness, or energy absorption capacity, of the composite material, However, there is still no general agreement as to how this toughness should be characterized, or how it might be used in the design of structures containing HPFRCCs. In this paper, therefore, we focus on test techniques for measuring flexural toughness. For mechanical properties, HPFRCCs can be tested in the same way as fiber reinforced concrete(FRC). Both the significance and the limitations of somewhat different national and industrial standards of FRC are discussed. For flexural toughness, with depend on the presence of fibers, new test methods was developed and verified. We also suggest evaluation method of tensile toughness indices using the moment curvature relationship in flexural tests.

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고강도강재를 적용한 하이브리드 합성보의 휨성능 평가 (Flexural capacity evaluation of hybrid composite beam using high strength steel)

  • 김대희;이경구;김영기;민경철;변태우;주은희
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2022년도 봄 학술논문 발표대회
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    • pp.146-147
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    • 2022
  • Exposed composite beams composed of H-beams and concrete slabs are generally used in building structures because of their excellent economics and flexural strength. However, deep beams used under large load often make difficulties in construction. In this study, an exposed composite beam with high strength steel (SM460) used in the bottom flange of built-up H-shaped beam, so-called S-Beam, was proposed in order to reduce beam depth. And its positive and negative flexural strengths were experimentally evaluated. The test results showed that S-Beam has excellent flexural strength and ductility.

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중공단면 복합소재 교량 바닥판의 실험적 피로특성 분석 (Experimental Fatigue Characteristics of Composite Bridge Deck of Hollow Section)

  • 이성우;홍기증
    • 한국전산구조공학회논문집
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    • 제19권4호
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    • pp.337-345
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    • 2006
  • 본 연구에서는 개발된 중공단면 복합소재 교량 바닥판에 대해 피로거동을 평가하기 위하여 거더 지지부에서의 압축피로 시험과 2.8m 길이의 휨시험체 모델에 대한 휨피로시험을 수행하였다. 피로하중은 도로교설계기준의 제시된 DB24 트럭 후륜 축하중에 대해 200만회까지 반복 재하하였으며, 압축피로시험의 경우에는 복합소재 바닥판 부재와 바닥판 튜브간의 연결부에 대한 피로성능을, 휨피로시험의 경우에는 복합소재 바닥판 및 주형연결부에 대한 피로성능을 분석하였다.

휨인장강도 평가 방법에 따른 콘크리트 원형패널의 휨거동에 관한 실험적 연구 (An Experimental Study on the Flexural Behavior of the Round Concrete Panels according to the Evaluation Method of Biaxial Flexural Tensile Strengths)

  • 김지환;지광습
    • 콘크리트학회논문집
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    • 제23권4호
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    • pp.479-486
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    • 2011
  • 이 연구에서는 휨인장강도 평가 방법에 따른 무근 콘크리트 원형패널의 휨거동을 비교하기 위해 유한요소해석과 실험을 수행하였다. 이를 위해 ASTM C 1550 round panel test(RPT) 시험법과 biaxial flexure test(BFT) 시험법을 적용하여 콘크리트 원형패널의 휨인장강도를 측정하였으며, 두 원형패널에 작용하는 응력 분포를 알아보기 위하여 패널의 아랫면 중앙에 두 개의 변형률 게이지가 직교하도록 부착하여 하중-변형률 관계를 측정하였다. 실험 결과 RPT 시험체와 BFT 시험체의 파괴 형상은 유사하게 관찰되었으며, 두 시험체 모두 중앙 아랫면의 하중-변형률 관계 또한 모든 방향에 일정한 것으로 나타나, 시험 시 등방성 휨인장응력 상태에 놓이는 것을 확인할 수 있었다. RPT 시험에 의한 평균 휨인장강도가 BFT의 경우보다 29% 더 큰 것으로 나타났다. 두 시험체의 휨인장강도 분포 모두 정규분포를 보이는 것으로 나타났으며, RPT 휨인장강도의 변동계수(coefficient of variation)와 BFT의 변동계수는 각각 8%와 6%로 측정되었다. 이는 BFT 시험을 통하여 신뢰할 수 있는 이방향 휨인장강도 측정이 가능한 것으로 판단된다.

지르코니아 블록과 CAM 종류에 따른 코핑의 변연적합도와 기계적 특성 비교 (Comparison on marginal fitness and mechanical properties of copings with zirconia block and CAM type)

  • 정인성;전병욱;김원영;강재민
    • 대한치과기공학회지
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    • 제39권2호
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    • pp.75-82
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    • 2017
  • Purpose: This study provided the basic data for selection the zirconia block and CAM by means of marginal fitness observations, flexural strength test and hardness test. Methods: Three dental zirconia blocks(ABCera, NaturaZ, ST98) and two dental milling machines(CAD/CAM MS, DWX-50) were used in this study. Metal abutment(diameter 10 mm, height 5 mm, inclined angle $3^{\circ}$ taper, 1 mm chamfer margin) was fabricated by Ti customized abutment, and then zirconia copings were fabricated for each ten specimens. Silicone replica technique was used to observe the marginal fitness of cross-sections with a stereomicroscope at ${\times}50$ magnification. The dental zirconia blocks was cut into 10 pieces each having a size of $25mm{\times}5mm{\times}1mm$, and fabricated according to the manufacturer's instructions, and flexural strength was measured using a universal testing machine. For hardness test, a micro Vickers hardness tester was used as it was in the flexural strength test. Statistical analysis was performed by one way ANOVA and post-test was performed by Scheffe test. Results: For marginal fitness of bucco-lingual axial, ZU group($59.7{\pm}10.3{\mu}m$) was the lowest, followed by RA, ZA, ZD, RD, RU. For marginal fitness of mesio-distal axial, ZU group($59.3{\pm}10.2{\mu}m$) was the lowest, followed by RA, ZA, RD, ZD, RU. One-way ANOVA showed statistically significant difference between groups(p<0.05). For flexural strength, ABCera block($718.0{\pm}57.2MPa$) was the highest, followed by NaturaZ, ST98. For hardness, ABCera block($1550.3{\pm}19.8Hv$) was the highest, followed by ST98, NaturaZ. There was no significant difference in flexural strength and hardness between blocks(p>0.05). Conclusion: Based on the results of this study, the type of dental zirconia block did influence the marginal fitness, and all dental zirconia blocks are expected to be suitable for clinical application. The highest flexural strength and hardness were ABCera block, and no statistically significant difference was observed.

Belite 시멘트를 사용한 고강도 철근콘크리트 보의 휨 거동에 관한 실험연구 (An Experimental Study on the Flexural Behavior of Reinforced High-Strength Concrete Beams Using Belite Cement)

  • 한상훈;구봉근;김기수;조홍동;전채만
    • 콘크리트학회지
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    • 제11권1호
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    • pp.221-230
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    • 1999
  • 본 연구는 Belite를 사용한 고강도 철근콘크리트 보의 휨 거동에 관한 연구이다. 이를 위하여 Belite 시험체의 (1) 하중-처짐 관계와 시험체 중앙단면의 변형률 분호, (2) 하중-중립축관계와 모멘트-곡률 관계, (3) 연성평가, (4) 기존규준식과 실험값에 의한 휨강도 비교 등을 통하여 1종 보통 포트랜드 시멘트를 사용한 기준시험체(OPC)의 실험결과와 비교분석 하였다. 주요 실험변수는 콘크리트의 강도(350, 600kgf/$cm^2$)와 철근비(2D-13, 2D-16, 2D-19, 2D-22 and 2D-25)로 하였으며, 3점 재하를 실시하였다. 실험결과, 고강도${\cdot}$고유동 Belite 콘크리트를 사용한 본 실험의 경우, 전반적으로 1종 콘크리트의 휨거동 특성과 비슷한 경향을 보였다.

의치상용 레진의 전입 방법에 따른 중합체적변화와 굴곡강도에 관한 연구 (DIMENSIONAL CHANGE AND FLEXURAL STRENGTH IN COMPLETE DENTURES FABRICATED BY INJECTION MOLDING AND CONVENTIONAL COMPRESSION PROCESSING)

  • 최훈달;권긍록;김형섭;최대균
    • 대한치과보철학회지
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    • 제43권4호
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    • pp.478-486
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    • 2005
  • Statement of problem : Fracture and dimensional change of an acrylic resin denture are a rather common occurrence. Purpose : The purpose of this study was to compare differences in dimensional changes and flexural strength of separate maxillary complete dentures after immediate deflasking by injection molding and conventional compression processing. Material and method: To evaluate dimensional stability, the maxillary dentures were fabricated by using different materials and methods. Lucitone 199(Dentsply Trubyte. york, pennsylvania, USA) and Vertex(Dentimex, zeist, Netherlands) were used as materials. Compression and injection packing methods were used as processing methods. The impression surface of the dentures was measured by 3D Scann-ing System(PERCEPTRON USA) and overlapped original impression surface of the master cast. To evaluate flexural strength, resin specimens were made according to the different materials, powder/liquid ratio and processing methods. Flexural strength of the complete resin specimens (64mm$\times$10mm$\times$3.3mm) were measured by INSTRON 4467. (INSTRON, England) The data was analyzed by ANOVA, t-test and Tukey test. (p<.05 level of significance) Result: The results were as follows 1. There was no significant differences between master model and denture base for each group in overall dimensional changes. 2. Palatal area was more stable than flange or alveolar area in dimensional stability. but. there was no significant differences among each area. 3. Materials and power/liquid ratio had an effect on flexural strength. (P<.05) Especially materials was most effective. (P<.05) 4. Lucitone 199(powder/liquid ratio followed by manufacturer's direction) showed higher flexural strength than Vertex. Conclusion : Dimensional stability or flexural strength are affected by materials rather than packing techniques.