Shock wave caused by the high-velocity impact causing the tensile strain and stress on the rear side. When the tensile strain and stress exceeds the tensile strength of the concrete, crack and fracture were occurred. The strain on the rear side was reduced due to Improvement of the tensile strength by fiber reinforcement and increasing the specimen thickness.

In this study, local fracture of concrete was evaluated through high-velocity impact test. As results, increase of bending tension performance by fiber reinforcement did not affect penetration depth Control, but it decreased rear side fracture thickness and diameter. Therefore, it was observed that fiber reinforcement decreases scabbing limit thickness.

The purpose of this study is to evaluate seismic characteristics of medium and low-rise R/C buildings controlled by both shear and flexure. In this study, relationships between ultimate state and ductility demands of each lateral load-resisting-system were investigated based on laboratory tests.

In this study, concrete fracture energy was obtained using Hillerboug's three point notched beam test. Total of 12 notched concrete beams were tested under the two different loading conditions: constant stroke control and constant CMOD control. Even though individual fracture energies obtained from two different loading condition show some of variations, averaged fracture energy from both loading condition were very similar.

Hybrid coupled shear wall with steel coupling beam has often been used to resisting system of earthquake load and transverse load. This study addresses the strain characteristics of coupling beam in hybrid wall system.

Girder type modular bridge requires using ductile fiber reinforced concrete slab(link slab) structure to connect each girder modules at interior support points. This study presents the results of experimental evaluation on the properties and fracture energy of ductile fiber reinforced concrete for jointless modular bridge.

This study was performed to analyze destruction types and causes of timbacrib wall through detailed investigation on a large timbacrib wall construction site. As a result, the damage of member was 5.7%(2,315 locations) and 80.2% of damaged member was occurred in the member of header. The 65.7% of the damaged header was concentrated in the lower position of wall. From the results, it has been analyzed that the damage cause and type is different in the kinds of member and the installation position and the distortion of member can have a various effect on the timbacrib wall.

This study aims at the analyze of unsteady downstream flow due to dam failure along dam failure scenario and applied to Yeoncheon Dam which was collapsed August 1st 1999, using HEC-RAS simulation model. The boundary conditions of this unsteady flow simulation are that dam failure arrival time could be at 02:45 a.m. August 1st 1999 and failure duration time could be also 30 minutes. Downstream 19.5 km from dam site was simulated for unsteady flow analysis in terms of dam failure and non-failure cases. For the parameter calibration, observed data of Jeonkok station were used and roughness coefficient was applied to simulation model. The result of the peak discharge difference was 2,696 to 1,745 m³/sec along the downstream between dam failure and non-failure and also peak elevation of water level showed meanly 0.6m difference. Those results of these studies show that dam failure scenarios for the unknown failure time and duration were rational because most results were coincident with observed records. And also those results and procedure could suggest how and when dam failure occurs and downstream unsteady flow analyzes.

이 논문은 FRP시스템 외부부착공법의 조기 탈착문제를 개선하기 위해 개발된 유리섬유-강 복합판(GFSP)으로 보강된 RC보의 성능 및 파괴특성에 관한 실험적 연구다. 사용 중인 보의 손상과 재하상황을 실제적으로 모의하기 위하여, 사전균열과 반복하중이 실험변수로 채택되었다. 실험에서 GFSP 보강은 보의 강도증가, 처짐감소, 균열의 억제 등에 매우 효과적인 보강공법임이 확인되었다. 그러나 GFSP로 보강되는 보의 설계는 휨 성능에서 유리섬유의 취성거동을 고려하여야 하는 것을 보여주었다.

새로운 재료의 적용 실험을 통하여, 탄소섬유 분말 혼입 모르타르 복합 구조체의 파괴예측 자가진단 적용 특성에 대해 검토하였다. 본 연구에서는 자가진단 성능을 부여하기 위해 코크스와 탄소섬유분말(미분쇄 탄소섬유)이 혼입된 전도성 모르타르의 개발 및 자가진단 재료로서의 사용이 제안되었다. 각 하중재하단계에서의 균열발생 전후의 전기저항값과 AE특성치의 변화특성 시험을 통해, 이들 각 인자의 상호 연관성을 검토하였다. 그 결과, 코크스와 탄소섬유분말(미분쇄 탄소섬유)을 사용하여 새롭게 제안된 복합재료는 모르타르 시험체의 파괴 자가진단에 사용이 가능함을 알 수 있었다.

잔류응력이 판의 파괴 특성에 미치는 영향의 정량적 평가를 위하여, 균열이 존재하는 CT(Compact Tension) 시편에 가스 토오치 (gas torch)를 이용한 국부 가열을 실시하여 인위적인 잔류응력을 생성시키고, 열탄소성 유한요소해석을 통하여 생성된 잔류응력장을 평가하였으며, 잔류응력이 존재하는 시편과 잔류응력이 존재하지 않는 시편에 대한 파괴인성 실험을 실시하여 이들의 결과를 파괴저항 선도 상에서 비교, 분석함으로써 압축 잔류응력이 파괴 특성에 미치는 영향을 정량화하였다.