• Title/Summary/Keyword: random crack

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Optimum Design of Local Structure in Ship Based on Global Search Method (전역탐색법을 이용한 선박 국부구조물의 최적설계)

  • 공영모;최수현;송진대;양보석
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2004.05a
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    • pp.416-420
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    • 2004
  • Recently, the importance of vibration reduction at the local structure such as tank, deck which attached machinery and compass deck, has continuously increased by owner and shipbuilder. Because crews are afflicted with them and severe vibration problems affect on the crack of structure. This study conducted optimum design to get a stiffener size of local structure to reducing the vibration level and dec leasing the weight of structure in ship. Random tabu search method (R-Tabu) has fast converging time and can search variables size domains for nonlinear problems. This paper used Nastran external call type independence optimization method which makes using a solver module from Nastran.

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Effect of Substrates on Structural and Electrical Properties of Chemical Solution Derived LaNiO3 thin Films

  • Lee, Hyung-Min;Hwang, Kyu-Seog;Lee, Kyong-Moo;Kim, Byung-Hoon
    • The Korean Journal of Ceramics
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    • v.4 no.3
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    • pp.231-234
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    • 1998
  • LaNiO3 thin films were fabricated on various substrates by spin-coating technique using metal naphthenates as starting materials. Highly-oriented LaNiO3 films with smooth and crack-free surfaces were grown on SrTiO3 (100) and LaAlO3(100) substrates, while films on MgO(100) and Si(100) substrates showed random orientation. In this study, we concluded that lattice-mismatches between LaNiO3 films and substrates used affect film's properties.

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Prediction of Fatigue Design Life in Magnesium Alloy by Failure Probability (파손확률에 따른 마그네슘합금의 피로설계수명 예측)

  • Choi, Seon-Soon
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.19 no.6
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    • pp.804-811
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    • 2010
  • The fatigue crack propagation is stochastic in nature, because the variables affecting the fatigue behavior are random and have uncertainty. Therefore, the fatigue life prediction is critical for the design and the maintenance of many structural components. In this study, fatigue experiments are conducted on the specimens of magnesium alloy AZ31 under various conditions such as thickness of specimen, the load ratio and the loading condition. The probability distribution fit to the fatigue failure life are investigated through a probability plot paper by these conditions. The probabilities of failure at various conditions are also estimated. The fatigue design life is predicted by using the Weibull distribution.

Probabilistic Integrity Analysis of Reactor Pressure Vessel under Pressurized Thermal Shock (가압열충격을 받는 원자로압력용기의 확률론적 건전성 해석)

  • Kim, Jong-Wook;Huh, Nam-Su;Yoo, Yeon-Sik;Kim, Tae-Wan
    • Proceedings of the KSME Conference
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    • 2008.11a
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    • pp.727-728
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    • 2008
  • The objective of this study is to evaluate the integrity for a reactor pressure vessel under the pressurized thermal shock by applying the probability fracture mechanics. A semi-elliptical axial crack is assumed to be in the beltline region of the reactor pressure vessel. The selected random variables are the neutron fluence on the vessel inside surface, the content of copper, nickel, and phosphorus in the reactor pressure vessel material, and initial RTNDT. The probabilistic integrity analysis was performed using the Monte Carlo simulation.

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The Evaluation of Fracture Toughness of SMC Composite Material and Carbon/Epoxy Composite Material (SMC 복합재료와 Carbon/Epoxy 복합재료의 파괴인성평가)

  • 최영근;이유태;이태순
    • Journal of Ocean Engineering and Technology
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    • v.7 no.1
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    • pp.25-32
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    • 1993
  • In composite materials, the fracture perpendicular to the fiber direction usually shows a non-linear behavior accompannying blunting and plastic deformation around the crack tip. In this study, the fracture thoughness in random short fiber SMC composite material and Carbon/Epoxy composite material is estimated by the A.M.(Area Method) and the G.L.M.(Generalized Locus Method) which can determine a stable total energy release rate(G$_T$) not only in highly elghly elastic material but also in highly non-linear materials.

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Study on anchorage effect on fractured rock

  • Wang, Jing;Li, Shu-Cai;Li, Li-Ping;Zhu, Weishen;Zhang, Qian-Qing;Song, Shu-Guang
    • Steel and Composite Structures
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    • v.17 no.6
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    • pp.791-801
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    • 2014
  • The effects of anchor on fractured specimens in splitting test are simulated by DDARF method, the results of which are compared with laboratory test results. They agree well with each other. The paper contents also use the laboratory model test. The main research objects are three kinds of specimens, namely intact specimens, jointed specimens and anchored-jointed specimens. The results showed that with the joint angle increased, the weakening effects of jointed rock mass are more obvious. At these points, the rock bolts' strengthening effects on the specimens have become more significant. There is a significant impact on the failure modes of rock mass by the joint and the anchorage.

The Contact Fatigue Life Analysis of Rough Surfaces (거친 표면의 접촉피로 수명예측)

  • Chu Hyo-Jun;Lee San-Don;Cho Yong-Joo
    • Tribology and Lubricants
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    • v.21 no.3
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    • pp.136-141
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    • 2005
  • Analytical model to calculate the contact fatigue life of rough surface is presented in this paper. The effect of surface roughness can be calculated by this model. Computational method and the theoretical basis are also discussed. Contact stresses are obtained by contact analysis of a semi-infinite solid based on the use of influence functions; the subsurface stress field is obtained using rectangular patch solutions. Mesoscopic multiaxial fatigue criterion which can yield satisfactory results for non-proportional loading is then applied to predict fatigue damage. Suitable counting method and damage rule were used to calculate the fatigue life of random loading caused by rough surface. As a result of analysis the relationship between the life and the roughness as well as the most probable depth of the crack initiation is calculated.

Mesoscopic analysis of reinforced concrete beams

  • Tintu Shine, A.L.;Fincy, Babu;Dhileep, M.
    • Coupled systems mechanics
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    • v.8 no.4
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    • pp.289-298
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    • 2019
  • Reinforced concrete can be considered as a heterogeneous material consisting of coarse aggregate, mortar mix and reinforcing bars. This paper presents a two-dimensional mesoscopic analysis of reinforced concrete beams using a simple two-phase mesoscopic model for concrete. The two phases of concrete, coarse aggregate and mortar mix are bonded together with reinforcement bars so that inter force transfer will occur through the material surfaces. Monte Carlo's method is used to generate the random aggregate structure using the constitutive model at mesoscale. The generated models have meshed such that there is no material discontinuity within the elements. The proposed model simulates the load-deflection behavior, crack pattern and ultimate load of reinforced concrete beams reasonably well.

Thickness Dependence of Orientation, Longitudinal Piezoelectric and Electrical Properties of PZT Films Deposited by Using Sol-gel Method (솔젤법에 의해 제조한 PZT(52/48) 막의 두께에 따른 우선배향성의 변화 및 이에 따른 압전 및 전기적 물성의 변화 평가)

  • Lee, Jeong-Hoon;Kim, Tae-Song;Yoon, Ki-Hyun
    • Journal of the Korean Ceramic Society
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    • v.38 no.10
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    • pp.942-947
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    • 2001
  • Thickness dependence of orientation on piezoelectric and electrical properties was investigated by PZT (52/48) films by diol based sol-gel method. The thickness of each layer by spinning at one time was $0.2{\mu}m$ and crack-free films could be successfully deposited on 4 inches Pt/Ti/$SiO_2$/Si substrates by 0.5 mol solutions in the range from $0.2{\mu}m$ to $3.8{\mu}m$. Excellent P-E hysteresis curves were achieved, which were attributed to the well-densified PZT films and columnar grain without pores or any defects between interlayers. The (111) preferred orientation of films were shown in the range of thickness below $1{\mu}m$. As the thickness increased, the (111) preferred orientation disappeared from $1{\mu}m$ to $3{\mu}m$ region, and the orientation of films became random above $3{\mu}m$. Dielectric constants and longitudinal piezoelectric coefficient, $d_{33}$, measured by pneumatic method were saturated around the value of about 1400 and 300 pC/N respectively above the thickness of $1{\mu}m$.

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Development of Borough Road Pavement Condition Evaluation Criteria and Prediction Index (자치구 포장상태평가등급 기준 개선 및 포장상태 예측지수 개발)

  • Lee, Sang Yum;Jeon, Jin Ho
    • International Journal of Highway Engineering
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    • v.18 no.6
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    • pp.115-122
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    • 2016
  • OBJECTIVES : This study develops an evaluation method, which is useful to inspect pavement condition of specific boroughs. This is because pavement condition is broadly divided into five grades via visual inspection, which does not consider the types of deteriorations, and is decided by an investigator having a subjective viewpoint. This visual inspection method is not a satisfactory method for accurate maintenance when various deteriorations occur. METHODS : The performance model considers several factors such as crack, rutting, and IRI. This method is also modified from borough SPI based on SPI (Seoul Pavement Index). Considering limited budget of borough, PI (prediction index) is suggested, which is related to the grade of pavement condition evaluation and type of materials. Practical correlation review is also conducted with statistical verification by using the Monte Carlo simulation. RESULTS : The results of the study show that modified criteria are reasonable. First, the comparison between the visual inspection result and the SPI result indicates that the R-square value is sufficiently high. Second, through the common section, each evaluation method could be compared, and the result shows considerable similarity, which increases when the range is modified. Finally, PI for predicting remaining life and the random number SPI have common parts, which means that each indicator would be adequate to be used as an evaluation method. CONCLUSIONS : Comparison and analysis results show that the developed evaluation method is reasonable for specific boroughs where financial support is inadequate for the evaluation process by using the newer equipment. Moreover, for more accurate evaluation method, previous visual inspection data should be utilized, and the database of inspection equipment have to be collected.