응력부식균열(SCC) 감수성평가를 위한 여러 시험방법들중 저변형율시험방법은 비교적 ?은 시간내에 금속재료의 SCC감수성을 평가하기 위한 효과적인 시험방법이다. 그러나 저변형율 시험방법만으로 SCC과정의 미시적 파괴거동ㅇ르 분석하는 것은 매우 어렵다. 종래, 음향방출(AE)시험은 재료의 파괴과정시 미시균열의 개시 및 전파거동을 감시하는데 유효한 기법으로 잘 알려져 있다. 그러므로 본 논문에서는 저변형율시험과 음향방출시험을 이용하여 SCC의 전파과정과 AE신호 특성사이의 상호관계를 분석하였다. 실험결과, 재료의 미시파괴 과정에서 발생하는 AE신호들은 뚜렷히 시험환경에 의존하였으며, 인공해수중에서 SCC과정시 발생된 AE신호 특성은 Air상태 보다 상당히 크게 나타났다. 그리고 SCC거동은 AE신호의 진폭인자로서 명확하게 평가할 수 있다.

숏크리트는 특성상 조기체적 불안성에 노출되므로, 강섬유등의 보강재를 사용한다. 그러나 해저터널 시공을 위한 숏크리트는 지속적으로 해수에 노출되므로 강섬유는 부식의 우려가 존재한다. 따라서 부식의 우려가 없는 폴리올레핀 섬유를 강섬유와 동시에 사용하여 숏크리트용 콘크리트의 물리적 특성을 분석하고자 한다. 각 섬유의 혼입율을 달리하여 압축강도, 휨강도 및 염해저항성을 평가한 결과 폴리올레핀 섬유와 강섬유의 혼합비율은 50:50이 적절할 것으로 판단된다.

본 연구에서는 강섬유로 보강한 고강도 콘크리트의 인장 특성에 관한 실험 연구를 수행하였다. 부피비 1%의 강섬유를 혼입하여 직접인장강도 시편과 3점 하중재하 휨 실험을 위한 프리즘 시편을 제작하였다. 제작된 시편은 균열 유도를 위하여 시편 중앙에 노치를 설정하였으며, 각 평가방법에 따라 실험을 수행하였다. 우선, 콘크리트의 균열 후 거동 특성을 파악하기 위하여 직접인장강도 실험을 수행하여 응력-변형률 곡선을 분석하였으며, 3점 하중재하 휨 실험을 통하여 하중-CMOD 곡선을 얻고, 역해석을 수행하여 응력-변형률 곡선을 분석하였다.

In this paper, fracture behavior of high-strength SFRC with high tensile strength steel fiber was investigated. Two different steel fibers with tensile strength of 1,200 and 1,600 MPa was used in SFRC specimens. Tst results showed that fracture behavior was more ductile with increasing the steel fiber tensile strength.

This paper describes the mechanical properties of high strength concrete with 1,600 MPa strength steel fiber. The fiber aspect ratio and fiber volume fraction used in this study is 80 and 0.75%. The Cylindrical specimens with ∅150×300 mm and the prisms with 150×150×550 mm were mad and tested in accordance with KS F2403 and ASTM C1609. As the result, specimens with high strength fiber has superior performance then that with normal strength fiber.

In this paper, finite element analysis of high-strength SFRC with high tensile strength steel fiber was investigated. Compressive and flexural behavior was ductile when using steel fiber tensile strength 1,600 MPa. Thorenfeldt and Trilinear models were used to describe the compressive and tensile behavior. Inverse analysis was performed to construct tensile model by evaluating flexural behavior. The flexural behavior of test results were similar to analysis results.

This study investigates the mechanical properties of SFRC reinforced by mixing different steel fibers with compressive strength of 70 MPa. In this study, The fiber aspect ratio consist of 60 and 80 and tensile strength is 1,100 MPa used. Cylindrical specimens with a ∅150×300 mm were made fo compression test, and prismatic specimens with a 150×150×550 mm were made fo flexural and direct shear tests. Test results show that the superior compression performance was observed in SFRC with Mixing different steel fibers.

This study investigates the effects of compressive strengths on mechanical properties of concrete with compressive strengths of 40 and 80 MPa. In this study, The steel fiber an aspect ratio of 64 and a tensile strength of 1,600 MPa used. As the result, There are no significant effect of fiber tensile strength on mechanical properties of normal strength SFRC. For high strength SFRC, Specimen with high strength fiber have superior performance then that with normal strength fiber.

This paper describes the effect of steel fiber volume fraction and aspect ratio on mechanical properties of SFRC with compressive strength of 40 MPa. In this study, The fiber volume fractions consist of 0.25%, 0.50% and 0.75% and aspect ratios are 64 and 80 used. The prisms with 150×150×550 mm were made and tested in accordance with EN-14651. Test results show that the superior flexural performance was observed in SFRC with higher fiber volume fraction and aspect ratio.

This paper examines the effect of steel fiber volume fraction on compressive and flexural properties of high-strength concrete with compressive strength of 40 MPa. The fiber volume fractions used in this study consist of 0.5, 0.75 and 1.0%. The prisms with 150x150x550 mm were made and tested in accordance with EN-14651.

This paper describes the experimental results for the structural performance of full-scale coupling beams with different reinforcement layout (diagonal and horizontal). For the reinforcements of the coupling beams, high-strength steel bars(SD500 and SD600) were used in order to improve workability and economic feasibility. The rigid steel frames and linked joints were used to maintain the clear span length (distance between both shear walls) of the coupling beam during the cyclic loading. Experimental results indicated that the diagonally reinforced coupling beam specimen could exhibit more ductile behavior compared to horizontally reinforced specimen. ACI318-14 code is applicable to design of coupling beam with diagonally reinforcement, however, that is overestimating the strength of horizontally reinforced coupling beam. It is remarkable that effective elastic stiffness values of both reinforcement details coupling beam significantly lees than ASCE 41-13.

This paper describes the effects of tensile strength and aspect ratio of steel fiber on flexural behavior of high-strength SFRC notched beam. Test results indicated that flexural properties of SFRC improved with increasing in aspect ratio and tensile strength of steel fiber.

Based on the study of researchers carried about SFRC, it was found that SFRC was effective to achieve flexural toughness according to higher volume fraction. On the other hand, higher volume fraction did not effect at compressive strength and toughness.

본 연구에서는 고온시 고강도강재를 사용한 엔드플레이트 접합부의 회전 거동 변화를 파악하기 위해 유한요소 해석프로그램을 이 용하여 모델링하고 기존 연구를 대상으로 비교분석한다. Eurocode 3에서는 휨 저항모멘트에 대한 예측식이 주어지고, 이를 통해 3가지 파괴모 드를 파악한다. 해석 모델은 온도, 엔드플레이트 두께 및 강재를 변수로 하여 이에 따른 초기회전강성, 소성회전강성 및 휨 저항모멘트 등을 분 석한다. 회전강성 및 휨 저항모멘트는 엔드플레이트의 두께 및 재료에 따른 변화를 온도 별로 분석하고 회귀식을 제시하여 고강도강재를 사용 한 접합부의 변화를 비교하고자 한다. 그 결과 초기회전강성은 1차식, 소성회전강성 및 휨 저항모멘트는 2차식으로 회귀식을 제시하였다. 고온 시 고강도강재는 일반강재에 비해 휨 저항모멘트비는 감소하였고 두께에 대한 영향이 더 작았다. 고온시 고강도강재를 적용하였을 때 상온시 에 비해 초기회전강성 기울기는 감소하였고 휨 저항모멘트의 증가율은 완만하게 나타났으며, 소성회전강성 변화는 영향을 미치지 않았다.

이 논문의 목적은 압축강도 130 MPa급의 고강도 강섬유 보강 콘크리트 보의 휨거동 특성을 파악하는데 있다. 부피비 1.0%의 강섬 유와 철근비 0.02 이하의 철근으로 보강된 고강도 강섬유 보강 콘크리트의 휨거동 특성 실험결과를 제시하였다. 일반강도철근과 고강도철근 을 실험 부재에 사용하였다. 강섬유 보강 콘크리트의 압축 및 인장거동 재료 실험과 모델링을 수행하였다. 강섬유 보강 콘크리트의 하중-균열 개구변위 실험결과를 반영하여 가상균열모델에 근거한 역해석을 통해 인장거동모델링을 제시하였다. 실험결과는 강섬유 보강 콘크리트와 고 강도철근의 사용은 균열제어 및 연성 거동에 유리한 것을 나타낸다. 일반강도철근을 사용한 보의 휨강도 실험값에 대한 수치해석에 의한 예측 값의 비는 0.81~1.42를 나타내고, 고강도철근을 사용한 보의 휨강도 실험값에 대한 수치해석에 의한 예측값의 비는 0.92~1.07을 나타낸다. 수 치해석에 의한 휨강도는 실험결과를 합리적으로 예측하고 있는 것으로 판단된다.

The elastic modulus of high-strength steel fiber reinforced concrete was measured 37 GPa to 41.98 GPa. Comparing the difference value of the measured stress and the stress calculated by the regression analysis results were within ± 1 MPa. Measured data acorrding to applied LPF was more stable than unapplied LPF data. but, it was slightly different.

In this study, to evaluate the performance of the sleeve structure for high strength reinforced joints and to develop more economical and practical for high-strength reinforced joints sleeve.

For the safe design of steel-concrete composite structure, usable yield strength of steels are limited in most of design standard. However, this limitation sometimes cause the uneconomical design for some kind of members such as slender columns which was affected by elastic buckling load. For the economical design for slender columns, parametric study of RCFT (Rectangular CFT) with high-strength steel is conducted, especially investigating the limitation of yield strength of high-strength steels. Using ABAQUS, finite element analysis program, the finite element model was constructed and calibrated with experimental study for RCFT with high strength steel which have yield strength up to 680MPa. Investigated design parameters are yield strength of steel, compressive strength of concrete, steel thickness and slenderness ratio. The effect of desgn parameters were compared with design standard, KBC-09. From the parametric study with 54 models and previous test specimens, RCFT can be safely design with higher yield strength of steels than currently limited by KBC for large range of slenderness ratio.

The effects of maximum aggregate size on mechanical properties of high-strength steel fiber reinforced concrete (SFRC) were investigated in this work. Test main variable is maximum aggregate size (8 and 20mm). The cylinder specimens was casted for compressive test and the prism specimens was tested under four points loading. Test results indicated that the addition of steel fiber improves compressive and flexural behavior of high-strength concrete. Also smaller aggregate size improve mechanical properties of high fiber volume fraction SFRC.

To evaluate the ductility of high strength steel beam-to-column connections, Cycle loading connection test was conducted targeting HSA800 steel being developed in Korea and parameter is connection details. According to the study, The non-scallop detail and improved horizontal rib reinforcement detail used in this study enhanced deformation capacity of high strength steel connections which have brittle tendency by stress relaxation.