• 접착 및 계면
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• 제13권3호
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• pp.121-130
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• 2012

본 연구에서는 대나무섬유의 분쇄 유 무에 따라 섬유함량이 각각 30, 40, 50 wt%인 대나무/PLA 펠렛을 압출공정으로 제조하고 사출공정을 통해 대나무/PLA 바이오복합재료를 성형하여 그들의 기계적, 열적, 충격 특성과 수분흡수성을 조사하였다. 대나무/PLA 바이오복합재료의 굴곡탄성률, 인장탄성률, 저장탄성률 및 충격강도는 neat PLA에 비하여 두드러지게 증가되었다. 특히 탄성률은 분쇄된 대나무섬유의 도입에 의하여 더욱 증가하였다. 또한 분쇄한 대나무섬유의 사용이 바이오복합재료의 장시간 동안 측정한 수분에 대한 저항성 증가에 효과적이었다. 대나무섬유의 사용이 neat PLA의 열변형온도를 약 16% 향상시키는 효과를 나타내었으나, 분쇄된 대나무섬유의 사용에 의한 증가는 미미하였다. 분쇄된 대나무섬유의 사용은 바이오복합재료의 인장강도와 충격강도에는 크게 영향을 주지 않았다.

• 콘크리트학회논문집
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• 제20권2호
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• pp.231-237
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• 2008

복합 구조 형식인 PSC-강 혼합 거더는 신형식 구조로서 비대칭 경간 구조물이나 장대교량에 적용될 수 있다. 본 연구에서는 매입길이, 보강철근, 스터드, 프리스트레스 힘 등을 변수로 총 14개의 실험체를 제작하여 혼합 거더의 접합부 거동을 분석하고자 하였다. 모든 실험체는 보강철근, 스터드, 강판 등의 순서로 기능을 손실하면서 파괴되었다. 실험 결과에 의하면 접합부의 성능에는 스터드 배치와 보강철근에 비해 프리스트레싱 힘이 상대적으로 큰 영향을 미치는 것으로 분석되었다. 이와 함께 매입길이에 비하여 스터드의 배치가 접합부 성능에 보다 중요한 역할을 하는 것으로 평가되었다. 실험적 연구와 함께 슬립을 고려한 3차원 비선형해석을 수행하였다. 경계면의 거동은 인터페이스 요소와 슬립 물성을 통하여 완전 합성, 부분합성, 비합성으로 분석할 수 있는데 혼합 거더의 접합부 설계에 따른 경계면 거동을 해석과 실험 결과를 통하여 분석하였다. 특히, 스터드 전단연결재가 적용된 혼합 거더는 극한하중 단계에서 부분합성 거동을 나타내며 보강 철근 또한 혼합 거더의 극한강도 증진에 기여하는 것으로 분석되었다.

• Nuclear Engineering and Technology
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• 제53권1호
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• pp.216-233
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• 2021

In this work, Rhizophora spp. particleboard phantoms were made using SPI-based adhesives, modified with sodium hydroxide and itaconic acid polyamidoamine-epichlorohydrin (0, 5, 10, and 15 wt%). An X-ray computed tomography (CT) imaging system was used to ascertain the CT numbers and density distribution profiles of the particleboards. The SPI-based/NaOH/IA-PAE/Rhizophora spp. particleboard phantoms with 15 wt% IA-PAE addition level had the highest solid content, flexural strength, flexural modulus, and internal bonding strength of 36.06 ± 1.08%, 18.61 ± 0.38 Nmm^-2, 7605.76 ± 0.89 Nmm^-2, and 0.463 ± 0.053 Nmm^-2, respectively. The moisture content, mass density, water absorption, and dimensional stability were 6.93 ± 0.27%, 0.962 ± 0.037 gcm^-3, 22.36 ± 2.47%, and 10.90 ± 0.86%, respectively. The results revealed that the mass attenuation coefficients and effective atomic number values within the 16.59-25.26 keV photon energy region, were close to the calculated XCOM values in water, with a p-value of 0.077. Moreover, the CT images showed that the dissimilarities in the discrepancy of the profile density decreased as the IA-PAE concentrations increased. Therefore, these results support the appropriateness of the SPI-based/NaOH/IA-PAE/Rhizophora spp. particleboard with 15 wt% IA-PAE adhesive as a suitable tissue-equivalent phantom material for medical health applications.

• Structural Engineering and Mechanics
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• 제53권5호
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• pp.997-1016
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• 2015

The contribution of tensioned concrete between cracks (tension-stiffening) cannot be ignored when analysing deformation of reinforced concrete elements. The tension-stiffening effect is crucial when it comes to adequately estimating the load-deformation response of steel reinforced concrete and the more recently appeared fibre reinforced polymer (FRP) reinforced concrete. This paper presents a unified methodology for numerical modelling of the tension-stiffening effect in steel as well as FRP reinforced flexural members using the concept of equivalent deformation modulus and the smeared crack approach to obtain a modified stress-strain relation of the reinforcement. A closed-form solution for the equivalent secant modulus of deformation of the tensioned reinforcement is proposed for rectangular sections taking the Eurocode 2 curvature prediction technique as the reference. Using equations based on general principles of structural mechanics, the main influencing parameters are obtained. It is found that the ratio between the equivalent stiffness and the initial stiffness basically depends on the product of the modular ratio and reinforcement ratio ($n{\rho}$), the effective-to-total depth ratio (d/h), and the level of loading. The proposed methodology is adequate for numerical modelling of tension-stiffening for different FRP and steel reinforcement, under both service and ultimate conditions. Comparison of the predicted and experimental data obtained by the authors indicates that the proposed methodology is capable to adequately model the tension-stiffening effect in beams reinforced with FRP or steel bars within wide range of loading.

• 한국구조물진단유지관리공학회 논문집
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• 제20권6호
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• pp.30-39
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• 2016

이 연구에서는 고연성과 낮은 탄성계수를 갖는 PET 섬유로 보강한 철근콘크리트 보의 부착특성과 휨거동을 각각 부착실험 및 휨실험을 통하여 규명하고자 하였다. 부착실험은 CSA S806에 따라 수행하였고, 실험변수는 섬유 종류와 보강량(CF 및 GF 시트 각 1겹, PET 시트 10겹)이었다. 총 8개의 보 실험에서 주요 실험변수는 단면의 연성비(${\mu}=3.4$, 7.0), 보강섬유 종류(CF, GF, PET) 및 보강량이었다. 보 단면의 모멘트-곡율 해석을 병행하였다. 부착실험의 결과, CF, GF 시트 1겹 보강에서 유효 부착길이는 각각 120, 60 mm 이었고 최대부착응력은 각각 3.25, 2.99 MPa 이었다. PET 10겹 보강에서 유효 부착길이는 60 mm, 최대 및 평균 부착응력은 각각 2.30, 2.10 MPa 이었다. 또한 최대 강도 시 CF, GF, PET의 변형율은 각각 0.36%, 0.49%, 6.29% 였으며 CF, GF 부착실험체는 계면에서 시트가 최종적으로 탈락하였지만 PET 부착 실험체에서 박리현상은 나타나지 않았다. 휨실험의 결과, PET 10, 20, 30겹으로 보강한 RC 보의 휨강도, 휨강성이 모두 무보강 보에 비해 증가하였고, 연성적인 휨파괴 양상을 보였으나 PET 30겹의 경우 20겹에 비하여 연성이 감소하였다. 모멘트-곡율 해석의 결과, PET 보강 보에서 접착제의 물성을 해석에 포함시키면 해석의 정확도가 향상하였다. 한편 PET 의 내구성에 대해서는 보고된 문헌이 없어서 현재 연구 진행 중이다.

• International Journal of Concrete Structures and Materials
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• 제18권1E호
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• pp.29-34
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• 2006

Elastic modulus, tensile and bond capacities are important factors for developing an effective reinforcing action of a flexural member as a reinforcing material for concrete structures. Reinforcement must have enough bond capacity to prevent the relative slip between concrete and reinforcement. This paper presents an experimental study to clarify the bond capacity of prestressed carbon fiber reinforced polymer(CFRP) rod manufactured by an automatic assembly robot. The bond characteristics of CFRP rods with different pitch of helical wrapping were analyzed experimentally. As the result, all types of CFRP rods show a high initial stiffness and good ductility. The mechanical properties of helical wrapping of the CFRP rods have an important effect on the bond of these rods to concrete after the bond stress reached the yield point. The stress-slip relationship analyzed from the pull-out test of embedded cables within concrete was linear up to maximum bond capacity. The deformation within the range of maximum force seems very low and was reached after approximately 1 mm. The average bond capacity of CF20, CF30 and CF40 was about 12.06 MPa, 12.68 MPa and 12.30 MPa, respectively. It was found that helical wrapping was sufficient to yield bond strengths comparable to that of steel bars.

• 한국응용과학기술학회지
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• 제28권4호
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• pp.402-409
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• 2011

Compatibility and properties of PP/N66 blends with or without PP-g-MAH as a compatibilizer were investigated by DSC, SEM and universal testing machine. Morphological studies revealed that PP and N66 were incompatible and addition of PP-g-MAH was very effective to enhance the compatibility between PP and N66. The compatibilization effect between N66 and PP-g-MAH was based on the reaction between the amine end group of N66 and anhydride group in PP-g-MAH. The crystallization and melting behavior of PP/N66 blends were investigated and the results of analyses for enthalpy changed were discussed. The Izod impact strength could be improved by optimizing the compatibilizer concentration. Tensile strength, elongation at break, notched Izod impact strength were increased with using compatibilizer, however, both the compatibilized and the noncompatibilizer blends did not show any big difference in the flexural modulus.

• 대한기계학회논문집A
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• 제23권11호
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• pp.1886-1895
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• 1999

The delamination behavior of multidirectional carbon-fiber/epoxy composite laminates under 10NA intermediate and high rates of test, up to rate of about 11.4m s has been investigated using the double cantilever beam specimens. The mode I loading under rates above l.0m/s showed considerable dynamic effects on the load-time curves and thus higher values of the average crack velocity than that expected from a simple proportional relationship with the test rate. The modified beam analysis utilizing only the opening displacement and crack length exhibited an effective means for evaluating the dynamic fracture energy $G_{IC}$. Based on the assumption of constant flexural modulus, values of $G_{IC}$ at the crack initiation and arrest were decreased with an increase of the test rate up to 5.7m/s, but the maximum $G_{IC}$ was increased at 11.4m/s.

• Steel and Composite Structures
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• 제19권3호
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• pp.635-659
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• 2015

In this study, natural frequency analysis of a large deflected cantilever laminated composite beam fixed at both ends, which forms the case of a pre-stressed curved beam, is investigated. The laminated beam is considered to have symmetric and asymmetric lay-ups and the effective flexural modulus of the beam is used in the analysis. In order to obtain the pre-stressed composite curved beam case, an external vertical concentrated load is applied at the free end of a cantilever laminated composite beam and then the loading point of the deflected beam is fixed. The non-linear deflection curve of the flexible beam undergoing large deflection is obtained by the Reversion Method. The curved laminated composite beam is modeled by using the Finite Element Method with a straight-beam element approach. The effects of orientation angle and vertical load on the natural frequency parameter for the first four modes are examined and the results obtained are given in graphics. It has been found that the effect of the load parameter, which forms the curved laminated beam, on the natural frequency parameter, almost disappears after a certain value of the load parameter. This certain value differs for each laminated curved beam and each vibration mode.

• 한국펄프종이공학회:학술대회논문집
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• 한국펄프종이공학회 2008년도 춘계학술대회
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• pp.178-182
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• 2008

The bleached red algae fiber(BRAF) showed very similar crystallinity to the cellulose, furthermore, it has higher thermal decomposition temperature than that of the microcrystalline cellulose(MCC). Polypropylene biocomposites reinforced with BRAF have been fabricated with various BRAF contents by compression molding method and their mechanical and thermomechanical properties have been studied. The mechanical strength as tensile, impact and flexural modulus of BRAF/PP biocomposites were gradually improved with increasing the BRAF content, and thermal property which against the thermal expansion was markdly improved, especially. These results are compared with chopped non-woody fibers as Henequen or Kenaf, BRAF was more effective for fabrication of biocomposites reinforced small-sized fibers. The red algae fiber reinforced biocomposites has the applicability such as electronics, biodegradable products and small-structure composites.