고밀도 폐유리가 콘크리트를 포함하는 건설 재료로 사용 가능함이 밝혀짐에 따라 본 연구에서는 고밀도 폐유리를 잔골재로 적용한 RC 부재의 구조적 거동을 평가하고자 휨거동 실험을 수행하고 그 결과를 비선형 유한요소해석 결과와 비교 검토하였다. 그 결과, 고밀도 폐유 리를 잔골재로 사용하게 되면, 균열 개수가 감소하고 균열 간격 및 압괴 면적이 증가하였다. 또한, 고밀도 폐유리를 잔골재로 대체한 부재는 높은 처짐 단계에서 연성이 감소되었다. 이러한 이유로 천연골재를 사용한 부재와 동일한 방법의 해석 기법은 고밀도 폐유리를 잔골재로 대체한 부재의 휨거동에 대한 초기강성, 항복하중 및 최대하중을 제대로 예측하지 못하는 것으로 나타났으나, 압괴 진전에 따른 중립축 깊이가 감소하는 것을 해석적으로 구현하게 되면, 비선형 유한요소 해석 결과가 실험결과를 비교적 잘 예측하는 것으로 나타났다.

In this paper, the flexural behavior of RC member recycled heavy weight waste glass as fine aggregate was evaluated by finite element analysis. From the results, the analytical results do not reflect the experimental results. This is because the stress-strain curve of the concrete specimen obtained from the compression test was used as the input data for the ABAQUS. Therefore, the ABAQUS, based on the experimental results of the stress-strain relationship of concrete, predicted the load-displacement relationship without considering the reduction in load capacity.

In this paper, the flexural behaviors with substitution ratio of heavyweight waste glass are compared and evaluated in reinforced concrete members. From the results, when the heavyweight waste glass was used as the fine aggregate, the yielding load (Py) and maximum load (Pu) were less affected. However, the load capacity of the RC member was gradually reduced on the large deformed stage when all of the fine aggregate was replaced by heavyweight waste glass.

In this study, the characteristics of density and flow value of mortar substituted heavy weight waste glass were compared with the aggregate ratio. From the results, the density and flow value increase as the substitution of waste glass increase, however, it is considered that the increase of the aggregate ratio of 30% or more does not contribute to the increase of the density.

Filler material (concrete or mortar) has been used for shielding radioactive waste, however, it is proceeded out evaluation for radiation shielding performance. So, it is needed to check the property in the shielding performance. Therefore, in this paper, mechanical properties of concrete was evaluated for the applicability using heavyweight waste glass as fine aggregate of filler material. From the test results, compressive and elasticity modulus were significantly affected by substitution of heavyweight waste glass, however, it could be improved the performance by using mineral admixture as binder.

Electrical waste, such as heavy weight waste glass, has become a global concern in terms of resource recycling. At the same time, aggregate is one of the most widely used infrastructure materials, and it is being exhausted. So, in this paper, the heavy weight waste glass is considered as aggregate due to its physical characteristics and chemical composition. From the results, when the heavy weight waste glass substitution ratio increase, the compressive strength and flexural strength decreased.

In this paper, the sulfate resistance of concrete substituted the crushed heavy weight waste glass as fine aggregate are compared and evaluated. From the results, when heavy weight waste glass substituted ratio increase, the reduction rate of compressive strength is decreased. So, the sulfate resistance is improved by using heavy weight waste glass in concrete.

It is necessary to investigate the possibility of high density material as an ingredient in the manufacturing of radiation shielding material. In this study, the suitability of heavy weight waste glass as a shielding material is considered. From the results, it was found that when the heavy weight waste glass substitution ratio increases, radiation shielding performance also increase.

In this paper, the flexural behavior of RC member recycled heavy weight waste glass as fine aggregate was evaluated by finite element analysis. From the results, yield point and maximum load decreased with decreasing concrete strength and elastic modulus. Also, the finite element analysis program does not reflect the ductility loss of RC members using heavy weight waste glass as fine aggregate.

In this paper, the sulfate resistance of concrete substituted the crushed heavy weight waste glass as fine aggregate are compared and evaluated. From the results, when heavy weight waste glass substituted ratio increase, the reduction rate of compressive strength is decreased. So, the sulfate resistance is improved by using heavy weight waste glass in concrete.

It is necessary to investigate the possibility of high density material as an ingredient in the manufacturing of radiation shielding material. In this study, the suitability of heavy weight waste glass as a shielding material is considered. From the results, it was found that when the heavy weight waste glass substitution ratio increases, radiation shielding performance also increase

In this paper, the heavy metal leaching of mortar substituted the crushed waste glass as fine aggregate are evaluated. From the results, when the heavy weight waste glass substitution ratio increase, leching quantities of heavy metal is increased. Therefore, it is needed that the characteristics of heavy metal leching according to waste glass substitution ratio in mortar specimens.