본 연구에서는 KS 강종 규격 YS245(SS400)에서 YS275(SS275)로 개정됨에 따라 고속구간에 설치하는 SB3-B등급에 대하여 탑승자보호성능 평가 및 강도성능 평가를 위한 충돌시뮬레이션을 수행하였다. 시뮬레이션은 소형차에 대하여 탑승자 보호성능평가항목인 탑승자 충격속도 및 탑승자 가속도를 평가하고, 대형차에 대해서 강도성능을 비교 분석하기 위하여 비선형 유한요소 동적 해석을 수행하였다. 수치해석 예제로부터 YS275 강종은 기존강재에 비하여 전반적으로 우수한 충돌 성능을 보였으며, 특히 PHD의 개선효과가 상대적으로 더욱 우수함을 알 수 있었다. 본 연구에서 적용한 솔리드 지반-구조물 상호작용 모델은 지진해석으로 적용할 수 있다.

This study dealt with truck crash performance evaluation of new guardrails made of PosMac steels considering the ground bearing capacity effect. Subsequent crash simulation results for SB2 and SB4 grades present that the developed model performs much better in containing and redirecting the impacting vehicle in a stable manner. In this paper, the existing finite element crash analysis of guardrails using the LS-DYNA program is further extended to study the nonlinear dynamic response of the guardrail structures with new type poles supported by external stiffeners. The numerical results for various parameters are verified by comparing different grades with displacements occurred in the barrier from the crash simulation.

Recently damage of structures and loss of life by terrorism are internationally increasing. Among these terror that have a possibility to can happen in korea and that can caused lot of human life loss is the vehicle terror. To prevent the vehicle terror, the anti-ram barriers are needed. But domestic standard about anti-ram barriers are not clear. So, in this study, we will utilize and analyze the vehicle impact to evaluate the efficiency of the domestic bollard and suggest the installation standard of those. In Korea, granite, elastic, steel and stainless bollard are used. The performance of those bollard is not available. Elastic bollard couldn’t stop the vehicle, and the others just could stop the vehicle only at the speed under 10kph. Therefore, set the variable to reinforce, and evaluate the defence efficiency of bollard. As a result, granite and elastic bollard was not suitable for the anti-ram barriers. Performance of steel bollard increased as thickness grew. So steel bollard should must be thicker than 10T. And the concrete compressive strength effected insignificantly on the defence efficiency, so more than 24MPa compressive concrete be used. Performance of stainless bollard increased as thickness grew. So stainless bollard should must be thicker than 13T.

이 논문에서는 벽체의 형상(평면벽체, 곡면벽체) 및 벽체에 도입된 긴장력이 충돌저항성능에 미치는 영향을 수치해석적 기법을 사용하여 평가하고자 하였다. 벽체의 곡률 및 긴장력 도입률을 변수로 총 12 케이스의 충돌해석을 수행하였으며, 충돌체로는 상용 민항기엔진의 3차원 상세모델을 사용하였다. 충돌저항성능을 평가하기 위해 관입깊이와 벽체 중앙부 후면의 최대 변위를 비교하였다. 긴장력의 도입에 의해 관입깊이는 약 60∼80% 수준으로 감소하는 것으로 나타났으나, 후면 변위는 큰 차이가 나타나지 않았으며, 벽체 형상에 따른 차이는 상대적으로 크지 않은 것으로 나타났다.

본 논문에서는 컴퓨터 시뮬레이션을 통해 강재-FRP 합성 교량용 방호울타리의 성능을 분석하였다. FRP는 Surface veil, DB 그리고 Roving 섬유로 구성하였다. FRP의 적층을 고려하기 위해 LS-DYNA에서 제공하는 재료모델 MAT58을 사용하였다. 강관과 FRP의 접촉조건을 고려하기 위해 Spot weld 옵션을 사용하였다. 실차충돌 실무 업무편람에 따 라 구조적 강도성능, 탑승자 보호성능 및 충돌 후 차량의 거동에 대한 성능평가를 실시하였다. 강재-FRP 합성 방호 울타리는 성능평가를 만족하였다.

The second impact from the edge of cargo was found to be an crucial event causing large volume loss of concrete median barrier. Therefore, in order to improve local impact resistance of concrete median barrier during second impact, local model was developed and evaluations were conducted. Developed concrete median barrier showed the 125 kJ impact level based on conducted analysis.

This paper aims to developed SMC-Fractional algorithm, that is, enhances the performance of Sliding Mode Control(SMC) algorithm for pounding control of Multi-span bridges using MR-damper. The pounding control performance of SMC-Fractional algorithm has been evaluated in shaking table test on multi-span bridge. As a result of the experiment, the SMC-Fractional algorithm showed the performance od reducing the relative displacement of adjacent spans over other algorithms.

This paper aims to developed SMC-Fractional algorithm, that is, enhances the performance of Sliding Mode Control(SMC) algorithm for pounding control of Multi-span bridges using MR-damper. The pounding control performance of SMC-Fractional algorithm has been evaluated in shaking table test on multi-span bridge. As a result of the experiment, the SMC-Fractional algorithm showed the performance od reducing the relative displacement of adjacent spans over other algorithms.

To assess the protection performance and the applicability as protective materials of high performance fiber reinforced cementitious composites(HPFRCC), this study performed the impact tests with 40 mm gas-gun propelled projectile crash machine. From this study, it has observed that both high compressive strength of cement matrix and fiber reinforcement are beneficial for the improvement of impact resistance.

The objective of this study is to assess the structural response and impact energy absorption characteristics of reinforced concrete (RC) and steel plate concrete (SC) barrier walls under missile impact loading considered in the design of NPP (nuclear power plant)'s facilities. The study considered the barrier wall response under external tornado-generated missiles (e.g., steel pipe and automobiles).