• Title/Summary/Keyword: Impact Behavior...

Search Result 3,186, Processing Time 0.026 seconds

Comparative study on impact behavior of TiN and TiAlN coating layer on WC-Co substrate using Arc ion Plating Technique (아크이온 플레이팅법으로 WC-Co에 증착된 TiN 및 TiAlN박막의 충격특성 비교)

  • 윤순영;류정민;윤석영;김광호
    • Journal of the Korean institute of surface engineering
    • /
    • v.35 no.6
    • /
    • pp.408-414
    • /
    • 2002
  • TiN and TiAlN coating layer were deposited on WC-Co steel substrates by an arc ion plating(AIP) technique. The crystallinity and morphology for the deposited coating layers were characterized by X-ray diffraction (XRD) and scanning electron microscopy (SEM). The impact behaviors of the deposited TiN and TiAlN coating layer were investigated with a ball-on-plate impact tester. Beyond $10^2$ impact cycle, TiAlN coating layer showed superior impact wear resistance compared to TiN coating layer. On the other hand, both TiN and TiAlN coating layers started to be partially failed between $10^2$ and $10^3$ impact cycle. Above $10^3$ impact cycle, TiN and TiAlN coating layers showed similar impact behavior because of the substrate effect.

Transient dynamic analysis of impact damage behavior for concrete (콘크리트의 순간동역학적 충돌손상 거동해석)

  • Park, Tae-Hyo;Noh, Myung-Hyun
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 2006.11a
    • /
    • pp.857-860
    • /
    • 2006
  • In the present study, the method and procedure for analysis of impact damage behavior for concrete under penetration and perforation of projectile is investigated. Conservation law, equation of motion, initial and boundary conditions, and FEM formulation are introduced and derived respectively. Specially, the constitutive equation which rate-dependent damage combined with rate-dependent plasticity within the appropriate framework of theory of thermodynamics is examined. This paper aimed at the review with respect to impact damage models for concrete to develop that model. This paper is a basis research for the development of impact damage model for concrete.

  • PDF

A Study on the Effect of ADHD-like Behavior and Schema of Youth Generation on the Entrepreneurial Orientation and Entrepreneurial Intention (청년세대의 주의력결핍성향(ADHD성향)과 스키마(Schema)가 기업가지향성과 창업의도에 미치는 영향에 관한 연구)

  • Kim, Young-Su;Jeong, Hoi-Do
    • The Journal of the Korea Contents Association
    • /
    • v.19 no.3
    • /
    • pp.635-648
    • /
    • 2019
  • Many studies of entrepreneurship have focused on positive characteristics such as self-efficacy and self-leadership. However, recent studies are being conducted to find out effects of negative characteristics on entrepreneurship, such as ADHD-like behavior. This study investigated the impact of ADHD-like behavior on Entrepreneurial Orientation(EO) and Entrepreneurial Intention(EI). In addition, this study investigated the impact of schema related to opportunity recognition and entrepreneurial alertness on EO and EI. Data were collected from youth generation in Korea through online survey. The results show that the ADHD isn't significant for both risk-taking and innovativeness, but it has negative impact on pro-activeness. On the other hand, Schema has positive impact on all EO and EO has positive impact on EI. As a results, The higher ADHD-like behavior, the lower pro-activeness. Therefore ADHD-like behavior could lower EI through pro-activeness. However, Schema has positive impact on all EO, which has positive impact on EI.

Impact Behavior of Fiber/Metal Laminates (FMLs) under Low Velocity (섬유/금속 적층판의 저속 충격 거동)

  • Shi, Yu;Kim, Seung-Hyun;Kim, Byung-Sun;Song, Jong-Il
    • Composites Research
    • /
    • v.23 no.1
    • /
    • pp.8-16
    • /
    • 2010
  • The Fiber/Metal Laminates (FMLs) have been developed as a new composite material for aerospace application to reduce weight and improve damage tolerance. In this study, firstly FMLs were manufactured and the tensile test was performed to investigate the mechanical properties of FMLs. Furthermore, impact behavior of the low velocity on FMLs which consisted of different types of aluminum or fiber/epoxy layers was tested by the drop weight impact tester based on the different impact energy conditions. The load-time and energy-time curves were employed to evaluate the impact performance of different specimens. Moreover, finite element analysis (FEA) was also performed to simulate the tensile test and impact behavior of FMLs under the same conditions with the tests and good agreements have been obtained between the FEA predictions and experimental results.

The effect of fiber reinforcement on behavior of Concrete-Filled Steel Tube Section (CFST) under transverse impact: Experimentally and numerically

  • Yaman, Zeynep
    • Structural Engineering and Mechanics
    • /
    • v.82 no.2
    • /
    • pp.173-189
    • /
    • 2022
  • This study presents an experimental and numerically study about the effects of fiber reinforcement ratio on the behavior of concrete-filled steel tubes (CFST) under dynamic impact loading. In literature have examined the behavior of GFRP and FRP wrapped strengthened CFST elements impact loads. However, since the direction of potential impact force isn't too exact, there is always the probability of not being matched the impact force of the area where the reinforced. Therefore, instead of the fiber textile wrapping method which strengthens only a particular area of CFST element, we used fiber-added concrete-filled elements which allow strengthening the whole element. Thus, the effect of fiber-addition in concrete on the behavior of CFST elements under impact loads was examined. To do so, six simply supported CFST beams were constructed with none fiber, 2% fiber and 10% fiber reinforcement ratio on the concrete part of the CFST beam. CFST beams were examined under two different impact loads (75 kg and 225 kg). The impactors hit the beam from a 2000 mm free fall during the experimental study. Numerical models of the specimens were created using ABAQUS finite element software and validated with experimental data. The obtained results such as; mid-span displacement, acceleration, failure modes and energies from experimental and numerical studies were compared and discussed. Furthermore, the Von Misses stress distribution of the CFST beams with different ratio of fiber reinforcements were investigated numerically. To sum up, there is an optimum amount limit of the fiber reinforcement on CFST beams. Up to this limit, the fiber reinforcement increases the structural performances of the beam, beyond that limit the fiber reinforcement decreases the performances of the CFST beam under transverse impact loadings.

Impacts of Fashion Products Attributes and Mobile Shopping Mall Attributes on Impulse Buying Behavior and Satisfaction in Mobile Fashion Shopping Mall (모바일 패션 쇼핑몰에서 패션제품 속성과 모바일 쇼핑몰 속성이 충동구매 행동 및 만족에 미치는 영향)

  • Park, Eunjoo;Kang, Eunmi
    • Fashion & Textile Research Journal
    • /
    • v.18 no.2
    • /
    • pp.158-166
    • /
    • 2016
  • This study investigates the impact of fashion product attributes and mobile shopping mall attributes on impulse buying behavior and mobile shopping satisfaction. The findings provide new information to marketers on marketing strategy for mobile shopping malls. We obtained 283 usable questionnaires from college students. Data were analyzed by frequency analysis, correlation analysis, factor analysis using SPSS for Window 21.0 and confirmatory factor analysis and structural equation model analysis by AMOS 21.0. The results were as follows. The utility of fashion products attributes had the greatest impact on impulse buying behavior when buying fashion products in a mobile mall. Utility had a negative effect on impulsive buying behavior and exhibitionistic had a positive effect on impulsive buying behavior. Next, continuous management of mobile shopping mall attributes influenced impulse buying behavior. In addition, impulse buying behavior showed that the positive effect on satisfaction. Fashion product attributes had a greater impact on impulsive buying behavior than mobile mall properties when buying fashion products in the mobile mall; in addition, impulse buying facilitated customer satisfaction.

Impact response of a novel flat steel-concrete-corrugated steel panel

  • Lu, Jingyi;Wang, Yonghui;Zhai, Ximei;Zhou, Hongyuan
    • Steel and Composite Structures
    • /
    • v.42 no.2
    • /
    • pp.277-288
    • /
    • 2022
  • A novel flat steel plate-concrete-corrugated steel plate (FS-C-CS) sandwich panel was proposed for resisting impact load. The failure mode, impact force and displacement response of the FS-C-CS panel under impact loading were studied via drop-weight impact tests. The combined global flexure and local indentation deformation mode of the FS-C-CS panel was observed, and three stages of impact process were identified. Moreover, the effects of corrugated plate height and steel plate thickness on the impact responses of the FS-C-CS panels were quantitatively analysed, and the impact resistant performance of the FS-C-CS panel was found to be generally improved on increasing corrugated plate height and thickness in terms of smaller deformation as well as larger impact force and post-peak mean force. The Finite Element (FE) model of the FS-C-CS panel under impact loading was established to predict its dynamic response and further reveal its failure mode and impact energy dissipation mechanism. The numerical results indicated that the concrete core and corrugated steel plate dissipated the majority of impact energy. In addition, employing end plates and high strength bolts as shear connectors could prevent the slip between steel plates and concrete core and assure the full composite action of the FS-C-CS panel.

Development of FEA-based Metal Sphere Signal Map for Nuclear Power Plant Structure (유한요소해석 기반 원전 기계구조물 충격-질량지표 개발)

  • Moon, Seongin;Kang, To;Han, Soonwoo
    • Transactions of the Korean Society of Pressure Vessels and Piping
    • /
    • v.14 no.1
    • /
    • pp.38-47
    • /
    • 2018
  • For safe operation of nuclear power plants, a loose-part monitoring system (LPMS) is used to detect and locate loose-parts within the reactor coolant system, and to estimate their mass and damage potential. There are several methods to estimate mass, such as the center frequency method based on the Hertz's impact theory, a frequency ratio method and so on, but it is known that these methods cannot provide accurate information on impact response for identifying the impact source. Thanks to increasing computing power, finite element analysis (FEA) method recently become an available option to calculate reliably impact response behavior. In this paper, a finite element analysis model to simulate the propagation behavior of the bending wave, generated by a metal ball impact, is validated by performing a series of impact tests and the corresponding finite element analyses for flat plate and shell structures. Also, a FEA-based metal sphere signal map is developed, and then blind tests are performed to verify the map. This study provides an accurate simulation method for predicting the metal impact behavior and for building a metal sphere signal map, which can be used to estimate the mass of loose-parts on site in nuclear power plants.

Experimental and numerical investigations of the influence of reducing cement by adding waste powder rubber on the impact behavior of concrete

  • Al-Tayeb, Mustafa Maher;Abu Bakar, B.H.;Akil, Hazizan Md.;Ismail, Hanafi
    • Computers and Concrete
    • /
    • v.11 no.1
    • /
    • pp.63-73
    • /
    • 2013
  • In this study, the effect of reducing cement by proportional addition of waste powder rubber on the performance of concrete under impact three-point bending loading were investigated experimentally and numerically. Concrete specimens were prepared by adding 5%, 10% and 20 % of rubber powder as filler to the mix and decreasing the same percentage of cement. For each case, three beams of $50mm{\times}100mm{\times}500mm$ were loaded to failure in a drop-weight impact machine by subjecting them to 20 N weight from 300mm height, while another three similar beams were tested under static load. The bending load-displacement behavior was analyzed for the plain and rubberized specimens, under static and impact loads. A three dimensional finite-element method simulation was also performed by using LUSAS V.14 in order to study the impact load-displacement behavior, and the predictions were validated with the experimental results. It was observed that, despite decreasing the cement content, the proportional addition of powder rubber until 10% could yield enhancements in impact tup, inertial load and bending load.

Comparative study on deformation and mechanical behavior of corroded pipe: Part I-Numerical simulation and experimental investigation under impact load

  • Ryu, Dong-Man;Wang, Lei;Kim, Seul-Kee;Lee, Jae-Myung
    • International Journal of Naval Architecture and Ocean Engineering
    • /
    • v.9 no.5
    • /
    • pp.509-524
    • /
    • 2017
  • Experiments and a numerical simulation were conducted to investigate the deformation and impact behavior of a corroded pipe, as corrosion, fatigue, and collision phenomena frequently occur in subsea pipelines. This study focuses on the deformation of the corrosion region and the variation of the geometry of the pipe under impact loading. The experiments for the impact behavior of the corroded pipe were performed using an impact test apparatus to validate the results of the simulation. In addition, during the simulation, material tests were performed, and the results were applied to the simulation. The ABAQUS explicit finite element analysis program was used to perform numerical simulations for the parametric study, as well as experiment scenarios, to investigate the effects of defects under impact loading. In addition, the modified ASME B31.8 code formula was proposed to define the damage range for the dented pipe.