• Computers and Concrete
• /
• 제17권1호
• /
• pp.29-51
• /
• 2016

Tension-stiffening is the contribution of concrete between the cracks to carry tensile stresses after cracking in Reinforced Concrete (RC) members. In this paper, a tension-stiffening model has been proposed for computationally efficient nonlinear analysis of RC flexural members subjected to service load. The proposed model has been embedded in a typical cracked span length beam element. The element is visualized to consist of at the most five zones (cracked or uncracked). Closed form expressions for flexibility and stiffness coefficients and end displacements have been obtained for the cracked span length beam element. Further, for use in everyday design, a hybrid analytical-numerical procedure has been developed for nonlinear analysis of RC flexural members using the proposed tension-stiffening model. The procedure yields deflections as well as redistributed bending moments. The proposed model (and developed procedure) has been validated by the comparison with experimental results reported elsewhere and also by comparison with the Finite Element Method (FEM) results. The procedure would lead to drastic reduction in computational time in case of large RC structures.

• 한국해안해양공학회지
• /
• 제15권3호
• /
• pp.159-166
• /
• 2003

본 연구에서는 천해 파랑 계산에 널리 사용되어지고 있는 확장형 완경사 방정식과 계산 효율은 같게 유지하면서 Laplace방정식을 직접 풀 수 있는 유한 요소 모형에 대해서 연구하였다. 기존의 확장형 완경사 방정식을 사용하는 경우와 같은 계산효율을 유지하기 위하여 파동장을 수심방향으로 1층인 유한요소로 나누고, 요소내의 포텐셜을 수면에 위치한 절점에 대한 포텐셜만으로 표시하도록 한 후, Galerkin 기법을 적용하여 수치모형을 구성하였다. 요소 내 수평방향에 대해서는 통상의 보간함수를 채택하였으며, 수심방향에 대해서는 진행파의 수심방향 거동인 함수를 사용하여 보간함수를 구성하였다. 모형의 개발은 우선 연직 2차원 문제를 대상으로 하였다. 개발된 모형의 검증을 위하여 연직 2차원에서의 파랑 반사 및 전달문제에 적용한 결과, 개발된 유한 요소 모형은 계산상의 효율면에서나 해의 정확도 면에서 기존의 확장형 완경사 방정식에 기초한 모형과 같은 수준을 보임을 확인하였다.

• 소음진동
• /
• 제10권3호
• /
• pp.437-443
• /
• 2000

The optimal design problem for increasing dynamic stiffness using hybrid model which composed of original detailed BIW(body in white) and impinged beam elements is investigated. Using the characteristics of the beam elements and design sensitivity analysis this approach utilizes an optimization technique to determine the optimal section properties of beam elements. The constraint is to increase the first natural frequency by five percent compared with original one. The results show that the first torsion and bending natural frequencies are increased by five percent using hybrid model and optimization. These results indicate that this optimization method can be employed to enhance the dynamic stiffness of vehicle body structure in design concept stage.

• Earthquakes and Structures
• /
• 제5권4호
• /
• pp.417-438
• /
• 2013

This study was concerned on the application of a hybrid approach for analyzing the buried pipelines deformations subjected to earthquakes. Nonlinear time-history analysis of Finite Element (FE) model of buried pipelines, which was modeled using laboratory data, has been performed via selected earthquakes. In order to verify the FE model with experiments, a statistical test was done which demonstrated a good conformity. Then, the FE model was developed and the optimum intersection angle of pipeline and fault was obtained via genetic algorithm. Transient seismic strain of buried pipeline in the optimum intersection angle of pipeline and fault was investigated considering the pipes diameter, the distance of pipes from fault, the soil friction angles and seismic response duration of buried pipelines. Also, a two-layer perceptron Artificial Neural Network (ANN) was trained using results of FE model, and a nonlinear relationship was obtained to predict the bending strain of buried pipelines based on the pipes diameter, intersection angles of the pipelines and fault, the soil friction angles, distance of pipes from the fault, and seismic response duration; whereas it contains a wide range of initial input data without any requirement to laboratory measurements.

• 한국소음진동공학회논문집
• /
• 제16권7호
• /
• pp.739-745
• /
• 2006

This paper presents a novel type of hybrid dispensing head for IC fabrication and surface mount technology. The proposed mechanism consists of solenoid valve and piezoelectric stack as actuators, and provides positive-displacement and jet dispensing. The positive-displacement dispensing can produce desired adhesive amount without viscosity effect, while the jet dispensing can produce high precision adhesive amount. In order to determine the relationship between required voltage of the piezoelectric actuator and needle displacement, both static and dynamic analysis are undertaken, In addition, finite element analysis is performed in order to find optimal design parameters. Dispensing flow rate and pressure in the chamber are evaluated through fluid dynamic model.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2006년도 춘계학술대회논문집
• /
• pp.821-826
• /
• 2006

This paper presents a novel type of hybrid dispensing head for IC fabrication and surface mount technology. The proposed mechanism consists of solenoid valve and piezoelectric stack as actuators, and provides positive-displacement and jet dispensing. The positive-displacement dispensing can produce desired adhesive amount without viscosity effect, while the jet dispensing can produce high precision adhesive amount. In order to determine the relationship between required voltage of the piezo actuator and needle displacement, both static and dynamic analysis are undertaken, In addition, finite element analysis is performed in order to find optimal design parameters. Dispensing flow rate and pressure in the chamber are evaluated through fluid dynamic model.

• Steel and Composite Structures
• /
• 제26권3호
• /
• pp.265-272
• /
• 2018

A detailed study was carried out on the tensile properties of the single-lap joint of a steel panel bolted/bonded to a composite laminate with a flanging. Finite element model (FEM) was established to predict the strength and to analyze the damage propagation of the hybrid joints by ABAQUS/Standard, which especially adopted cohesive elements to simulate the interface between the laminate and adhesive. The strength and failure mode predicted by FEM were in good agreement with the experimental results. In addition, three influence factors including adhesive thickness, bolt preload and bolt-hole clearance were studied. The results show that the three parameters have effect on the first drop load of the load-displacement curve, but the effect of bolt-hole clearance is the largest. The bolt-hole clearance should be avoided for hybrid joints.

• 복합신소재구조학회 논문집
• /
• 제2권2호
• /
• pp.1-6
• /
• 2011

본 연구는 하이브리드 FRP로 보강된 철근 콘크리트 보의 구조거동 예측을 목표로 구조해석을 수행하여 기존에 발표된 실험 연구 데이터와 비교하였다. 보다 정확한 구조해석을 위하여 현존하는 다양한 부착강도 모델을 검토한 후, 이 중 콘크리트 피복분리를 예측하는 Teng and Yao model과 FRP 탈락 현상을 예측할 수 있는 Smith and Teng model을 유한요소 해석 모델에 포함시켰다. 비선형 재료 및 형상 역시 구조해석 모델에 포함되었으며 이렇게 해석된 결과는 실험결과와 비교하여 유사한 경향을 나타냈다. 그러나 다양한 하이브리드 FRP로 보강한 철근 콘크리트 보의 파괴모드를 보다 정확하게 예측하기 위하여 현존하는 수치식의 수정 및 도입이 필요하다.

• 한국산업융합학회 논문집
• /
• 제22권1호
• /
• pp.29-37
• /
• 2019

A new permanent magnet biased hybrid maglev actuator is developed. Compared to the classical hybrid maglev actuators, the new maglev has unique flux paths such that bias fluxes are separated with control flux paths. The control flux paths have minimum reluctances only developed by air gaps, so the currents to produce control fluxes can be minimized. The consumed power to operate this maglev system can also be minimized. The gravity load can be compensated with the static magnetic forces developed by the permanent magnet bias fluxes while external disturbances are controlled with the bidirectional AC magnetic forces developed by control fluxes by currents. 1-D circuit model is developed for this model such that the flux densities and magnetic forces are extensively analyzed. 3-D finite element model is also developed to analyze the performances of the maglev actuator.

• 한국지진공학회논문집
• /
• 제12권6호
• /
• pp.13-23
• /
• 2008

본 논문에서는 거더교 형식을 갖는 교량구조물의 격자 유한요소모델에 대한 모델개선을 위해 하이브리드 유전자 알고리즘에 기초한 유한요소 모델개선기법을 제안하였다. 하이브리드 유전자 알고리즘은 유전자 알고리즘과 심플렉스 최적화방법에 기초한 직접탐색기법으로 구성하였다. 제안된 기법에 적용할 수 있도록 고유진동수, 모드형상 및 정적 처짐에 대한 계측값과 유한요소해석 결과를 사용한 적합함수를 제시하고, 강성과 질량을 동시에 개선할 수 있도록 이들 세 가지 적합함수의 선형 조합 형태를 갖는 다중목적함수를 제시하였다. 제안된 방법은 2경간 연속 격자 유한요소모델의 수치예제와 단경간 플레이트 거더교에 대하여 검증하였다. 수치예제의 경우, 랜덤 노이즈를 고려한 계측오차의 영향을 수치해석적으로 평가하였다. 수치해석과 실험적 검증을 통해, 제안된 방법이 거더교 형식의 교량에 대한 유한요소 모델개선에 적합하고 효과적임을 검증하였다.