• Advances in materials Research
• /
• 제11권2호
• /
• pp.91-109
• /
• 2022

This paper presents a closed-form higher-order analysis of interfacial shear stresses in RC continuous beams strengthened with bonded prestressed laminates. For retrofitting reinforced concrete continuous beams is to bond fiber reinforced prestressed composite plates to their tensile faces. An important failure mode of such plated beams is the debonding of the composite plates from the concrete due to high level of stress concentration in the adhesive at the ends of the composite plate. The model is based on equilibrium and deformations compatibility requirements in and all parts of the strengthened beam, where both the shear and normal stresses are assumed to be invariant across the adhesive layer thickness. In the present theoretical analysis, the adherend shear deformations are taken into account by assuming a parabolic shear stress through the thickness of both the RC continuous beams strengthened with bonded prestressed laminates. The theoretical predictions are compared with other existing solutions. A parametric study has been conducted to investigate the sensitivity of interface behavior to parameters such as laminate stiffness and the thickness of the laminate where all were found to have a marked effect on the magnitude of maximum shear and normal stress in the composite member.

• Structural Engineering and Mechanics
• /
• 제86권5호
• /
• pp.663-671
• /
• 2023

Freeze-thaw cycles induce strength loss at the frozen soil-concrete interface and deterioration of bonding, which causes construction engineering problems. To clarify the deterioration characteristics of the interface under the freeze-thaw cycle, a frozen soil-concrete sample was used as the research object, an interface scanning electron microscope test under the freeze-thaw cycle was carried out to identify the micro index information, and an interface shear test was carried out to explore the loss law of interface shear strength under the freeze-thaw cycle. The results showed that the integrity of the interface was destroyed, and the pore number and pore size of the interface increased significantly with the number of freeze-thaw cycles. The connection form gradually deteriorates from surface-to-surface contact to point-to-surface contact and point-to-point contact, and the interfacial shear strength decreases the most at 0-3 freeze-thaw cycles, with small decreases from to 3-8 cycles. After 12 freeze-thaw cycles, the interfacial shear strength tends to be stable, and shear the failure occurs internally in the soil.

• 한국복합재료학회:학술대회논문집
• /
• 한국복합재료학회 2002년도 추계학술발표대회 논문집
• /
• pp.216-219
• /
• 2002

Conventional piezoelectric lead-zirconate-titanate (PZT) senor has high sensitivity, but it is very brittle. Recently polymer films such as polyvinylidene fluoride (PVDF) have been used use as a sensor. The advantages of PVDF are the flexibility and mechanical toughness. Simple process and possible several shapes are also additional advantages. PVDF sensor can be directly embedded and attached to a structure. In this study, PVDF sensor was embedded in single glass fiber/epoxy composites whereas PZT sensor with AE was attached to single fiber composites (SFC). Piezoelectric sensor responds to interfacial damage of SFC. The signals measured by PVDF sensor were compared to PZT sensor. PZT sensor detected the signals of fiber fracture, matrix crack, interfacial debonding and even sensor delamination, whereas PVDF sensor only detected fiber fracture signals so far, because PZT sensor is much more sensitive than current PVDF sensor. Wave voltage of fiber fracture measured by PVDF sensor was lower than that of PZT sensor, but the results of fast Fourier transform (FFT) analysis were same. Wave velocity using two PZT sensors was also studied to know the internal and surface damage effect of epoxy specimens.

• Advances in concrete construction
• /
• 제15권6호
• /
• pp.359-376
• /
• 2023

Ultra-high-performance concrete (UHPC) has become an attractive cast-in-place repairing material for existing engineering structures. The present study aims to investigate age-dependent high-early-strength UHPC (HESUHPC) material properties (i.e., compressive strength, elastic modulus, flexural strength, and tensile strength) as well as interfacial shear properties of HESUHPC-normal strength concrete (NSC) composites cured at different season temperatures (i.e., summer, autumn, and winter). The typical temperatures were kept for at least seven days in different seasons from weather forecasting to guarantee an approximately consistent curing and testing condition (i.e., temperature and relative humidity) for specimens at different ages. The HESUHPC material properties are tested through standardized testing methods, and the interfacial bond performance is tested through a bi-surface shear testing method. The test results quantify the positive development of HESUHPC material properties at the early age, and the increasing amplitude decreases from summer to winter. Three-day mechanical properties in winter (with the lowest curing temperature) still gain more than 60% of the 28-day mechanical properties, and the impact of season temperatures becomes small at the later age. The HESUHPC shrinkage mainly occurs at the early age, and the final shrinkage value is not significant. The HESUHPC-NSC interface exhibits sound shear performance, the interface in most specimens does not fail, and most interfacial shear strengths are higher than the NSC-NSC composite. The HESUHPC-NSC composites at the shear failure do not exhibit a large relative slip and present a significant brittleness at the failure. The typical failures are characterized by thin-layer NSC debonding near the interface, and NSC pure shear failure. Two load-slip development patterns, and two types of main crack location are identified for the HESUHPC-NSC composites tested in different ages and seasons. In addition, shear capacity of the HESUHPC-NSC composite develops rapidly at the early age, and the increasing amplitude decreases as the season temperature decreases. This study will promote the HESUHPC application in practical engineering as a cast-in-place repairing material subjected to different natural environments.

• 콘크리트학회논문집
• /
• 제19권4호
• /
• pp.467-474
• /
• 2007

본 논문에서는 부착 유무, 정착장치 유무, 긴장량, 경간 길이 등을 실험 변수로 하여 총 13개의 시험체를 제작하여 휨 성능 실험과 유한요소해석을 수행하였다. 1개의 표준시험체, 2개의 긴장력을 도입하지 않는 보강시험체, 4개의 긴장력을 도입한 비부착보강시험체, 4개의 긴장력을 도입한 부착시험체와 2개의 경간 길이가 다른 보강시험체를 제작하였다. 또한, 콘크리트의 비선형, 철근 및 탄소섬유와 콘크리트와의 계면 특성을 고려한 DIANA 프로그램을 이용하여 비선형 유한요소해석을 수행하였다. 긴장력을 도입한 보강된 시험체는 박리 파괴가 아닌 FRP 파단에 의하여 최종파괴가 되었다. 특히, 긴장력을 도입한 부착시험체는 1차, 2차 박리가 발생 후, 정착장치의 고정으로 인하여 부착시스템에서 비부착시스템으로 전환되었다. 또한, 탄소섬유판으로 보강된 시험체의 해석 결과와 실험 결과를 비교 분석하였다. 긴장력을 도입한 탄소섬유판으로 보강된 모든 시험체는 연성지수가 3이상 나타나 어느 정도 이상의 연성을 확보하고 있는 것으로 알 수 있었다. 그리고 박리하중과 항복하중 및 극한하중에서 실험값과 해석값이 잘 일치하는 것으로 나타났다.

• 한국안전학회지
• /
• 제13권4호
• /
• pp.131-136
• /
• 1998

The creep behavior and failure mechanism of the 30 vol% hot-pressed $SiC_t/Si_3N_4$ ceramic composite was experimentally investigated at $1200^{\circ}C$ and at various stress levels in air. The creep threshold stress for zero creep rate after 100 hr was found to be approximately 60 MPa. The stress exponent was estimated to be n~1, which suggests that fiber-reinforcement reduced the stress sensitivity of the HPSN matrix with the stress exponent of 2. The tertiary stage leading to creep rupture was found at 250 MPa but was very short. The microstructure of the crept specimen showed random fiber fracture and no matrix cracking. Interfacial debonding was absent.

• Steel and Composite Structures
• /
• 제34권6호
• /
• pp.877-889
• /
• 2020

This work features the outcomes of an empirical investigation into the characteristics of steel reinforced grout (SRG) composite - concrete interfaces. The parameters varied were loading rate, densities of steel fibres and types of load displacement responses or measurements (slip and machine grips). The following observations and results were derived from standard single-lap shear tests. Interfacial debonding of SRG - concrete joints is a function of both fracture of matrix along the bond interface and slippage of fibre. A change in the loading rate results in a variation in peak load (P_max) and the correlative stress (σ_max), slip and machine grips readings at measured peak load. Further analysis of load responses revealed that the behaviour of load responses is shaped by loading rate, fibre density as well as load response measurement variable. Notably, the out-of-plane displacement at peak load increased with increments in load rates and were independent of specimen fibre densities.

• Carbon letters
• /
• 제1권2호
• /
• pp.60-63
• /
• 2000

In this work, the carbon fibers-reinforced carbon matrix composites made with different carbon char yields of phenolic resin matrix have been characterized by mechanical flexural tests for acoustic emission properties. The composites had been fabricated in the form of two-dimensional polyacrylonitrile based carbon fibers during the carbonization process. It was found that the composites made with the carbon char yield-rich of resin matrix result in better mechanical interfacial properties, i.e., the interlaminar shear strength (ILSS) of the composites. The data obtained from the acoustic emission monitored appeared to show that the composites made with carbon char yield-rich were also more ductile. From the acoustic emission results, the primary composite failure was largely depended on the debonding at interfaces between fibers and matrix. The interlaminar shear strengths of the composites were correlated with the acoustic emission results.

• Composites Research
• /
• 제30권4호
• /
• pp.241-246
• /
• 2017

취성을 가진 섬유강화플라스틱은 충격을 받을 때 충격에너지를 흡수하면서 섬유와 기지재 간 계면에서 탈착 및 박리가 일어난다. 이는 복합재료의 에너지 충격흡수정도의 지표로 삼을 수 있다. 복합재료의 취성을 해결하기 위해 pine과 복합재료의 접착에 대한 연구가 되어 지고 있다. 이번 연구에서는 열처리 된 pine이 탄소섬유강화복합재료와 에폭시 접착제를 이용하여 접착되었다. 최적의 열처리 조건을 확인하기 위해, pine을 160도 및 200도 조건하에 열처리를 하였다. Pine 및 pine/탄소섬유복합재료의 기계적 및 계면물성을 파악하기 위해 인장, 인장중첩전단 및 아이조드 실험을 하였다. 또한, 열처리에 따른 나뭇결간의 결합력을 확인하기 위해 나뭇결 수직방향으로 인장시편 제조 후 파단될 때 탄성파를 음향방출시스템을 이용하여 분석하였다. 160도 조건으로 열처리 했을 때 나무강화 효과로 기계, 계면 및 나뭇결간의 결합력이 좋은 것을 확인하였다. 그러나 과한 열을 주게 되면 열에 약한 헤미셀룰로오스가 분해되면서 잡아주는 인자가 줄어들어 물성이 감소하였다.

• Composites Research
• /
• 제22권6호
• /
• pp.23-31
• /
• 2009

압축하중 및 굽힘하중을 받는 유리섬유플라스틱(GFRP) 표피/ 알루미늄 하니컴 코어(GF-AH) 하이브리드 복합재료의 음향방출(AE) 특성을 다양한 파괴과정과 연결시켜 연구하였다. 표피층 파괴, 표피/코어간의 계면박리, 하니컴 알루미늄 벽의 국부적인 소성항복 좌굴 및 셀벽간의 접착수지 박리와 같은 다양한 파괴모드가 하니컴 코어/GFRP표피 복합재를 이용한 AE주파수 분포 해석과 진폭분포 해석결과를 통해 분류되었다. 높은 진폭을 가진 AE 사상율의 분포는 셀벽 접착수지의 파괴, 표피층과 심층 사이의 박리및 미세파괴, 섬유파단에 대응하였으며 다른 피크 주파수의 분포는 알루미늄 셀벽의 소성변형, 셀벽간의 마찰로부터 발생한 것이다. 결론적으로 GF-AH 하이브리드 복합재료의 파괴거동 특성은 AE기법을 활용한 비파괴 평가를 통해 분석 가능하였다.