Experimental Investigation and FE Analysis of Fiber Woven Layered Composites under Dynamic Loading

Size: px
Start display at page:

Download "Experimental Investigation and FE Analysis of Fiber Woven Layered Composites under Dynamic Loading"

Transcription

1 2th International LS-DYNA Users Conferene Constitutive Modeling(2) xperimental Investigation and F Analysis of Fiber Woven Layered Composites under Dynami Loading Pavel A. Mossakovsky, Fedor K. Antonov, Reaserh Institute of Mehanis of Lomonosov Mosow State University, 992, Mihurinsky Av., Mosow, Russia. Mikhail. Kolotnikov, Lilia A. Kostyreva FSU Gas Turbine ngineering Researh and Prodution Centre "Salut, 58, 6 Budionny Av., Mosow, Russia. Anatoly M. Bragov, Vladimir V. Balandin Reaserh Institute of Mehanis of Lobahevsky State University of Nizhni Novgorod, 6395, 23 Gagarina Av., Nizhni Novgorod, Russia. Abstrat Woven omposites are used in a wide range of industrial appliations suh as development of individual body armor, aviation, astronautis and others. Thus, it is important to learn the mehanial behavior of the omposite and to perform it s adequate modeling under dynami impat loading. The paper is onerned with modeling of woven fabri omposite made of aramid yarns. The experimental investigation inluding stati tests, dynami tests with the Split Hopkinson Bar and ballisti impat tests was performed. The full-sale model with yarn-level detalization was onstruted using obtained experimental data. The method allows getting qualitative results on the small speimens but realisti analysis of real-size models onsisted of billion elements requires huge omputational resoures. So the paper is foused on the development of the alternative homogenized maro-model of the layered omposite. Introdution Adequate simulation of woven omposites onstitutive behavior and failure predition under omplex impat loading is required for a wide range of appliations.. Today, many investigations all over the world are onerned with this problem. Generally, they an be divided into two main groups. One is a miro- or full-sale modeling whih takes into aount a detailed geometrial struture of a omposite []. Suh method requires large omputational resoures but generally simple material models an be used to desribe behavior of individual yarns, forming the omposite. Parameters for suh models, suh as geometry, elasti moduli, failure riterion, et., an be determined from experiments with the yarns [2]. The other method is so alled maro or redued modeling [3]. The method is based on the homogenization of material properties of the omposite and its effetive harateristis. So the omposite is represented as anisotropi solid media with omplex nonlinear mehanial behavior. In this ase it is very diffiult to obtain the unique omposite failure mehanism. Nonlinearity is onerned with the loal damage and internal frition. Thus in most ases multilayered shell elements with several

2 Constitutive Modeling(2) 2th International LS-DYNA Users Conferene through thikness integration points and lassial laminate theory is applied [4]. In this work, woven omposite is represented as a set of multilayered homogeneous orthotropi shells (Fig. ) without internal frition. The material was assumed to be linear until failure. The elasti harateristis were defined from the stati and dynami tests in omparison with full-sale model. All data below relate to woven fabri made of Rusar aramid fibers. Fig. F redued model of a multilayered woven omposite. Full sale model F model with detailed representation of eah fill and warp yarn was onstruted (Fig. 2). It is important to take into aount the differene in the geometry of the fill and warp yarns, sine it affets the initial elasti harateristi of the layer and failure riterion. Fig. 2 Fragment of the F model. ah yarn was assumed to be a transversally anisotropi body with its -axis direted along the yarn and the other axes at its ross setion (Fig. 3). Fig. 3 F model of an individual yarn. Stiffness matrix of the material is a symmetri one. 2

3 2th International LS-DYNA Users Conferene Constitutive Modeling(2) С L a = ab a a a b ba b b b a b G a The yarn is supposed to arry loads only in longitudinal tension, so elasti moduli in transverse diretion are small in omparison with longitudinal. Also aording to the hypothesis of inompressibility of the yarn setion and a form of the first strain tensor invariant θ σ σ G ab G b ( ) + b ( ) + ( ) = a ab a ba b a b, a b we obtain a speial ondition on the Poisson s ratios: ab + a =, ba + b = lasti properties of the yarns are listed in Table. a, GPa b, GPa, GPa σ Table G ab, GPa G b, GPa G a, GPa ba b a Fill Warp Stress-strain urves obtained in the single yarn tensile tests are represented in the Fig. 4 (dotted urve is a simulation). Stress-strain urves for the speimen onsisted of 8 layers plaed in the alternating material diretions are shown in the Fig. 5. Stress, MPa Strain Fig. 4 Stress-strain urve in tensile tests with a single-layer fiber. 3

4 Constitutive Modeling(2) 2th International LS-DYNA Users Conferene xperiment Simulation 9 8 Stress, MPa Stress, MPa,%,% 2,% 3,% 4,% 5,% Strain Strain Fig. 5 Stress-strain urves in tensile tests with 8-layer pakage. It should be noted that in the simulation as well as in the experiments with multilayered speimens, an initial inrease in the speimen thikness was observed, whih an be explained by interation between adjaent layers due to fiber straightening during tension. Also the yarn pull out tests were onduted to identify the parameters of interior frition. The speimens of 3.56 mm and 3.4 mm length for fill and warp yarns pull out respetively were used. The maximum fore values, obtained in experiments were.9 N and.3 N respetively. Fore reeived during simulation is shown in the Fig. 6. Fig. 6 Frition urve obtained in the simulation of the pull out tests. As a result of pull out test the following parameters of the frition model was defined: 4

5 2th International LS-DYNA Users Conferene Constitutive Modeling(2) τ n vab = τ n vab τ n = min{ µ pn, VC), µ = FD + ( FS FD)exp( vabdc), where v ab is a relative sliding veloity of the ontat pair; τ n and p n - tangential and normal omponent of the ontat fore; FS =.3 and FD =.3 stati and dynami frition oeffiients; VC =.22 MPa oeffiient for visous frition. Finally, a set of ballisti test inluding different types of speimens with from to layers of fabri with alternating paking of adjaent layers were performed. xperiments on normal and angular impat were onduted. The virtual model is shown in Fig. 7. Fig. 7 Full-sale F model for ballisti angular test with 2-layer pakage. The omparison of full-sale and virtual test on normal impat on 4-layered target is shown in Fig. 8. Fig. 9 illustrates the omparison for angular impat on 2-layered omposite. Fig. 8 Results of a ballisti test with 4-layered omposite. 5

6 Constitutive Modeling(2) 2th International LS-DYNA Users Conferene Fig. 9 Results of a ballisti angular test with 2-layered omposite. Maro model of a woven layered omposite The most realisti desription of the woven omposite behavior under dynami loading is obtained by the full-sale simulation of material with the individual warp and fill yarns detailization as shown on Fig However, suh an approah is possible only for small size speimens. For example, F model of a single-layer of 5 5 mm size onsists of approximately million elements. Thus, even with modern failities, the simulation of a real full-sale test like a blade-out test is impossible. In this study, a omputational model of a single-layer woven omposite proposed is an orthotropi elasti media with material axes a and b direted respetively along the fill and warp diretions (Fig. ). The 8-node shell elements with 3 through thikness integration points were used. Fig. Fragment of a F maro model of a layer. The elasti properties of proposed model were alulated aording to the full-sale model and are listed in Table 2. Table 2 a, GPa b, GPa, GPa G ab, GPa G b, GPa G a, GPa ba b a The failure riterion was defined by *MAT_ADD_ROSION ard with two parameters MXPS = 8 %, SIGP = 7 MPa. Maximum effetive strain at failure orresponds to fiber failure in tension. The seond ondition on prinipal stress was introdued to exlude material failure due to large shear strains. 6

7 2th International LS-DYNA Users Conferene Constitutive Modeling(2) The parameters of frition model between fiber and the striker are listed in the Table 3. Table 3 FS FD VC. МПа This approah gives a serious savings in omputational resoures: a single-layer speimen of 5 5 mm size ontains approximately, elements. But still, real strutures an onsist of more than ten million elements. In this paper, it is proposed to simulate multilayer woven pakages with multilayer shell elements, whih inlude multiple fabri layers with alternating diretions of the material axes using *INTGRATION SHLL ard. The results of omparison of some ballisti tests and simulation are shown in Fig. -3. Fig.. 4-layer omposite. Initial veloity is 266 mps. Fig layer omposite. Impat veloity is 38 mps. This approah also has some negative aspets. First, inreasing number of integration points in the shell auses an inrease in bending stiffness of the material in the transverse diretion, whih leads to neessity in a new failure riteria and qualitative mismath of full-sale and virtual ballisti tests. Seondary, the F model should inlude 5 to layers to simulate delamination of the omposite and the layers interation. It an be onluded that eah layer in F model should ontain 4 to physial layers optimal. Referenes. Rao, M.P., Keefe, M., Powers, B.M., Bogetti, T.A. A Simple Global/Loal approah to Modeling Ballisti Impat onto Woven Fabris, th International LS-DYNA Users Conferene, p , Simmons, J., rlih, D., and Shokey, D., xpliit FA Modeling of Multilayer Composite Fabri for Gas Turbine ngines Containment Systems, Part 3: Model Development and Simulation of xperiments, FAA report DOT/FAA/AR-4/4, P3, November Tabiei, A. and I. Ivanov, Computational miro-mehanial Model of Flexible Woven Fabri for Finite lement Impat Simulation, IJNM, 53, (6), , (22). 4. "LS-DYNA Theory Manual", Marh, 26. 7

8 Constitutive Modeling(2) 2th International LS-DYNA Users Conferene 8

Structural Integrity of Composite Laminates with Embedded Microsensors

Structural Integrity of Composite Laminates with Embedded Microsensors Strutural Integrity of Composite Laminates with Embedded Mirosensors Yi Huang, Sia Nemat-Nasser Department of Mehanial and Aerospae Engineering, Center of Exellene for Advaned Materials, University of

More information

MODELLING THE POSTPEAK STRESS DISPLACEMENT RELATIONSHIP OF CONCRETE IN UNIAXIAL COMPRESSION

MODELLING THE POSTPEAK STRESS DISPLACEMENT RELATIONSHIP OF CONCRETE IN UNIAXIAL COMPRESSION VIII International Conferene on Frature Mehanis of Conrete and Conrete Strutures FraMCoS-8 J.G.M. Van Mier, G. Ruiz, C. Andrade, R.C. Yu and X.X. Zhang Eds) MODELLING THE POSTPEAK STRESS DISPLACEMENT RELATIONSHIP

More information

Three-dimensional Meso-scopic Analyses of Mortar and Concrete Model by Rigid Body Spring Model

Three-dimensional Meso-scopic Analyses of Mortar and Concrete Model by Rigid Body Spring Model Three-dimensional Meso-sopi Analyses of Mortar and Conrete Model by Rigid Body Spring Model K. Nagai, Y. Sato & T. Ueda Hokkaido University, Sapporo, Hokkaido, JAPAN ABSTRACT: Conrete is a heterogeneity

More information

LOAD-RATIO DEPENDENCE ON FATIGUE LIFE OF COMPOSITES

LOAD-RATIO DEPENDENCE ON FATIGUE LIFE OF COMPOSITES LOAD-RATIO DEPENDENCE ON FATIGUE LIFE OF COMPOSITES Joakim Shön 1 and Anders F. Blom 1, 1 Strutures Department, The Aeronautial Researh Institute of Sweden Box 1101, SE-161 11 Bromma, Sweden Department

More information

4 Puck s action plane fracture criteria

4 Puck s action plane fracture criteria 4 Puk s ation plane frature riteria 4. Fiber frature riteria Fiber frature is primarily aused by a stressing σ whih ats parallel to the fibers. For (σ, σ, τ )-ombinations the use of a simple maximum stress

More information

Comparison of solution to FE. note: the distance from flange edge is x in these plots while it was y in the derivation!!!

Comparison of solution to FE. note: the distance from flange edge is x in these plots while it was y in the derivation!!! Comparison of solution to FE note: the distane from flange edge is in these plots while it was y in the derivation!!! Comparison of solution to FE Comparison of solution to FE?? More elaborate solutions

More information

Finite Element Modeling of Fracture Failure in Composite Materials

Finite Element Modeling of Fracture Failure in Composite Materials International Researh Journal of Applied and Basi Sienes 2015 Available online at www.irjabs.om ISSN 2251-838X / Vol, 9 (10): 1711-1717 Siene Explorer Publiations Finite Element Modeling of Frature Failure

More information

University of Bristol - Explore Bristol Research

University of Bristol - Explore Bristol Research Chen, J., Ravey, E., Hallett, S. R., Wisnom, M. R., & Grassi, M. (2009). Predition of delamination in braided omposite T-piee speimens. Composites Siene and Tehnology, 69(14), 2363-2367. 10.1016/j.ompsiteh.2009.01.027

More information

Extending LMR for anisotropic unconventional reservoirs

Extending LMR for anisotropic unconventional reservoirs Extending LMR for anisotropi unonventional reservoirs Maro A. Perez Apahe Canada Ltd Summary It has beome inreasingly advantageous to haraterize rok in unonventional reservoirs within an anisotropi framework.

More information

Influence of transverse cracks on the onset of delamination: application to L-angle specimens. F. Laurin*, A. Mavel, P. Nuñez, E.

Influence of transverse cracks on the onset of delamination: application to L-angle specimens. F. Laurin*, A. Mavel, P. Nuñez, E. Influene of transverse raks on the onset of delamination: appliation to L-angle speimens F. Laurin*, A. Mavel, P. Nuñez, E. Auguste Composite strutures subjeted to 3D loading Wings Strutures under 3D loadings

More information

FIBER/MATRIX DEBONDING CRITERIONS IN SIC/TI COMPOSITE. NUMERICAL AND EXPERIMENTAL ANALYSIS

FIBER/MATRIX DEBONDING CRITERIONS IN SIC/TI COMPOSITE. NUMERICAL AND EXPERIMENTAL ANALYSIS FIBER/MATRIX DEBONDING CRITERIONS IN SIC/TI COMPOSITE. NUMERICAL AND EXPERIMENTAL ANALYSIS A. Thionnet 1, J. Renard 1 1 Eole Nationale Supérieure des Mines de Paris - Centre des Matériaux P. M. Fourt BP

More information

NON-LINEAR BENDING CHARACTERISTICS OF PHC PILES UNDER VARYING AXIAL LOAD

NON-LINEAR BENDING CHARACTERISTICS OF PHC PILES UNDER VARYING AXIAL LOAD 13 th World Conferene on Earthquake Engineering Vanouver, B.C., Canada August 1-6, 24 aper No. 356 NON-LINEAR BENDING CHARACTERISTICS OF HC ILES UNDER VARYING AXIAL LOAD Toshihiko ASO 1 Fusanori MIURA

More information

STUDY OF INTERFACIAL BEHAVIOR OF CNT/POLYMER COMPOSITE BY CFE METHOD

STUDY OF INTERFACIAL BEHAVIOR OF CNT/POLYMER COMPOSITE BY CFE METHOD THE 19TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS STUDY OF INTERFACIAL BEHAVIOR OF CNT/POLYMER COMPOSITE BY CFE METHOD Q. S. Yang*, X. Liu, L. D. Su Department of Engineering Mehanis, Beijing University

More information

A NORMALIZED EQUATION OF AXIALLY LOADED PILES IN ELASTO-PLASTIC SOIL

A NORMALIZED EQUATION OF AXIALLY LOADED PILES IN ELASTO-PLASTIC SOIL Journal of Geongineering, Vol. Yi-Chuan 4, No. 1, Chou pp. 1-7, and April Yun-Mei 009 Hsiung: A Normalized quation of Axially Loaded Piles in lasto-plasti Soil 1 A NORMALIZD QUATION OF AXIALLY LOADD PILS

More information

Where as discussed previously we interpret solutions to this partial differential equation in the weak sense: b

Where as discussed previously we interpret solutions to this partial differential equation in the weak sense: b Consider the pure initial value problem for a homogeneous system of onservation laws with no soure terms in one spae dimension: Where as disussed previously we interpret solutions to this partial differential

More information

Deflection and strength of a sandwich beam with thin binding layers between faces and a core

Deflection and strength of a sandwich beam with thin binding layers between faces and a core Arh. Meh., 65, 4, pp. 301 311, Warszawa 2013 Defletion and strength of a sandwih beam with thin binding layers between faes and a ore K. MAGNUCKI, M. SMYCZYŃSKI, P. JASION Institute of Applied Mehanis

More information

Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method

Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method Slenderness Effets for Conrete Columns in Sway Frame - Moment Magnifiation Method Slender Conrete Column Design in Sway Frame Buildings Evaluate slenderness effet for olumns in a sway frame multistory

More information

IMPACT MODELLING OF THE COEFFICIENT OF RESTITUTION OF POTATOES BASED ON THE KELVIN- VOIGHT PAIR

IMPACT MODELLING OF THE COEFFICIENT OF RESTITUTION OF POTATOES BASED ON THE KELVIN- VOIGHT PAIR Bulletin of the Transilvania University of Braşov Series II: Forestry Wood Industry Agriultural Food Engineering Vol. 9 (58) No. - 06 IMPACT MODELLING OF THE COEFFICIENT OF RESTITUTION OF POTATOES BASED

More information

The gravitational phenomena without the curved spacetime

The gravitational phenomena without the curved spacetime The gravitational phenomena without the urved spaetime Mirosław J. Kubiak Abstrat: In this paper was presented a desription of the gravitational phenomena in the new medium, different than the urved spaetime,

More information

Uniaxial Concrete Material Behavior

Uniaxial Concrete Material Behavior COMPUTERS AND STRUCTURES, INC., JULY 215 TECHNICAL NOTE MODIFIED DARWIN-PECKNOLD 2-D REINFORCED CONCRETE MATERIAL MODEL Overview This tehnial note desribes the Modified Darwin-Peknold reinfored onrete

More information

RC DEEP BEAMS ANALYSIS CONSIDERING LOCALIZATION IN COMPRESSION

RC DEEP BEAMS ANALYSIS CONSIDERING LOCALIZATION IN COMPRESSION RC DEEP BEAMS ANAYSIS CONSIDERING OCAIZATION IN COMPRESSION Manakan ERTSAMATTIYAKU* 1, Torsak ERTSRISAKURAT* 1, Tomohiro MIKI* 1 and Junihiro NIWA* ABSTRACT: It has been found that RC deep beams usually

More information

Development of an efficient finite element model for the dynamic analysis of the train-bridge interaction

Development of an efficient finite element model for the dynamic analysis of the train-bridge interaction Development of an effiient finite element model for the dynami analysis of the train-bridge interation S. Neves, A. Azevedo & R. Calçada Faulty of Engineering, University of Porto, Porto, Portugal ABSTRACT:

More information

COMBINED PROBE FOR MACH NUMBER, TEMPERATURE AND INCIDENCE INDICATION

COMBINED PROBE FOR MACH NUMBER, TEMPERATURE AND INCIDENCE INDICATION 4 TH INTERNATIONAL CONGRESS OF THE AERONAUTICAL SCIENCES COMBINED PROBE FOR MACH NUMBER, TEMPERATURE AND INCIDENCE INDICATION Jiri Nozika*, Josef Adame*, Daniel Hanus** *Department of Fluid Dynamis and

More information

Mode II brittle fracture: recent developments

Mode II brittle fracture: recent developments A. Campagnolo et alii, Frattura ed Integrità Strutturale, 4 (017) 181-188; DOI: 10.31/IGF-ESIS.4.19 Mode II brittle frature: reent developments A. Campagnolo Department of Industrial Engineering, University

More information

Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method

Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method Slenderness Effets for Conrete Columns in Sway Frame - Moment Magnifiation Method Slender Conrete Column Design in Sway Frame Buildings Evaluate slenderness effet for olumns in a sway frame multistory

More information

DETERMINATION OF MATERIAL PARAMETERS OF A TEXTILE REINFORCED COMPOSITE USING AN INVERSE METHOD

DETERMINATION OF MATERIAL PARAMETERS OF A TEXTILE REINFORCED COMPOSITE USING AN INVERSE METHOD DETERMINATION OF MATERIAL PARAMETERS OF A TEXTILE REINFORCED COMPOSITE USING AN INVERSE METHOD J. Blom, H. Cuypers, P. Van Itterbeek and J. Wastiels VUB in Brussels -Faulty of Engineering, Department of

More information

THE EFFECT OF CONSOLIDATION RATIOS ON DYNAMIC SHEAR MODULUS OF SOIL

THE EFFECT OF CONSOLIDATION RATIOS ON DYNAMIC SHEAR MODULUS OF SOIL Otober 12-17, 28, Beijing, China THE EFFECT OF CONSOLIDATION RATIOS ON DYNAMIC SHEAR MODULUS OF SOIL J. Sun 1 and X.M. Yuan 2 1 Assoiate Professor, Institute of Civil Engineering, Heilongjiang University,

More information

Millennium Relativity Acceleration Composition. The Relativistic Relationship between Acceleration and Uniform Motion

Millennium Relativity Acceleration Composition. The Relativistic Relationship between Acceleration and Uniform Motion Millennium Relativity Aeleration Composition he Relativisti Relationship between Aeleration and niform Motion Copyright 003 Joseph A. Rybzyk Abstrat he relativisti priniples developed throughout the six

More information

UDC DAMAGE DIAGNOSTICS IN A VERTICAL BAR ON THE ELASTIC SUSPENDER WITH CONCENTRATED MASS

UDC DAMAGE DIAGNOSTICS IN A VERTICAL BAR ON THE ELASTIC SUSPENDER WITH CONCENTRATED MASS 1 UDC 534113 DAAGE DIAGNOSTICS IN A VERTICAL BAR ON THE ELASTIC SUSPENDER WITH CONCENTRATED ASS A Ilgamov, BZ Sultanov, AN Tazhitdinov, AG Khakimov Institute of ehanis, Ufa Branh RAS, Ufa, Russia Using

More information

A multiscale description of failure in granular materials

A multiscale description of failure in granular materials A multisale desription of failure in granular materials Nejib Hadda, François Niot, Lu Sibille, Farhang Radjai, Antoinette Tordesillas et al. Citation: AIP Conf. Pro. 154, 585 (013); doi: 10.1063/1.4811999

More information

Four-dimensional equation of motion for viscous compressible substance with regard to the acceleration field, pressure field and dissipation field

Four-dimensional equation of motion for viscous compressible substance with regard to the acceleration field, pressure field and dissipation field Four-dimensional equation of motion for visous ompressible substane with regard to the aeleration field, pressure field and dissipation field Sergey G. Fedosin PO box 6488, Sviazeva str. -79, Perm, Russia

More information

RESEARCH ON RANDOM FOURIER WAVE-NUMBER SPECTRUM OF FLUCTUATING WIND SPEED

RESEARCH ON RANDOM FOURIER WAVE-NUMBER SPECTRUM OF FLUCTUATING WIND SPEED The Seventh Asia-Paifi Conferene on Wind Engineering, November 8-1, 9, Taipei, Taiwan RESEARCH ON RANDOM FORIER WAVE-NMBER SPECTRM OF FLCTATING WIND SPEED Qi Yan 1, Jie Li 1 Ph D. andidate, Department

More information

SURFACE WAVES OF NON-RAYLEIGH TYPE

SURFACE WAVES OF NON-RAYLEIGH TYPE SURFACE WAVES OF NON-RAYLEIGH TYPE by SERGEY V. KUZNETSOV Institute for Problems in Mehanis Prosp. Vernadskogo, 0, Mosow, 75 Russia e-mail: sv@kuznetsov.msk.ru Abstrat. Existene of surfae waves of non-rayleigh

More information

IN-PLANE VIBRATIONS OF CURVED BEAMS WITH VARIABLE CROSS-SECTIONS CARRYING ADDITIONAL MASS

IN-PLANE VIBRATIONS OF CURVED BEAMS WITH VARIABLE CROSS-SECTIONS CARRYING ADDITIONAL MASS 11 th International Conferene on Vibration Problems Z. Dimitrovová et al. (eds.) Lisbon, Portugal, 9-1 September 013 IN-PLANE VIBRATIONS OF CURVED BEAMS WITH VARIABLE CROSS-SECTIONS CARRYING ADDITIONAL

More information

A Time-Dependent Model For Predicting The Response Of A Horizontally Loaded Pile Embedded In A Layered Transversely Isotropic Saturated Soil

A Time-Dependent Model For Predicting The Response Of A Horizontally Loaded Pile Embedded In A Layered Transversely Isotropic Saturated Soil IOSR Journal of Mehanial and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 232-334X, Volume 16, Issue 2 Ser. I (Mar. - Apr. 219), PP 48-53 www.iosrjournals.org A Time-Dependent Model For Prediting

More information

EFFECTS OF COUPLE STRESSES ON PURE SQUEEZE EHL MOTION OF CIRCULAR CONTACTS

EFFECTS OF COUPLE STRESSES ON PURE SQUEEZE EHL MOTION OF CIRCULAR CONTACTS -Tehnial Note- EFFECTS OF COUPLE STRESSES ON PURE SQUEEZE EHL MOTION OF CIRCULAR CONTACTS H.-M. Chu * W.-L. Li ** Department of Mehanial Engineering Yung-Ta Institute of Tehnology & Commere Ping-Tung,

More information

A model of crack based on dislocations in smectic A liquid crystals. School of Physics, Beijing Institute of Technology

A model of crack based on dislocations in smectic A liquid crystals. School of Physics, Beijing Institute of Technology A model of rak based on disloations in smeti A liquid rystals Tian You Fan, Zhi Yi Tang Shool of Physis, Beijing Institute of Tehnology Beijing 100081, China Abstrat A plasti rak model for smeti A liquid

More information

Analysis of Leakage Paths Induced by Longitudinal Differential Settlement of the Shield-driven Tunneling

Analysis of Leakage Paths Induced by Longitudinal Differential Settlement of the Shield-driven Tunneling 2016 rd International Conferene on Engineering Tehnology and Appliation (ICETA 2016) ISBN: 978-1-60595-8-0 Analysis of Leakage Paths Indued by Longitudinal Differential Settlement of the Shield-driven

More information

Theoretical and Experimental Research on the Yoke of the Axial Piston Pumps

Theoretical and Experimental Research on the Yoke of the Axial Piston Pumps Theoretial and Experimental Researh on the Yoke of the Axial Piston Pumps Vasiliu Niolae, P.E., Ph.D., Professor University "Politehnia" of Buharest, Fluid Power Department Rosu Cristian Adrian, M.E.,

More information

GUIDED WAVE ENERGY DISTRIBUTION ANALYSIS IN INHOMOGENEOUS PLATES

GUIDED WAVE ENERGY DISTRIBUTION ANALYSIS IN INHOMOGENEOUS PLATES GUDED WAVE ENERGY DSTRBUTON ANALYSS N NHOMOGENEOUS PLATES Krishnan Balasubramaniam and Yuyin Ji Department of Aerospae Engineering and Mehanis Mississippi State University, Mississippi State, MS 39762

More information

A.1. Member capacities A.2. Limit analysis A.2.1. Tributary weight.. 7. A.2.2. Calculations. 7. A.3. Direct design 13

A.1. Member capacities A.2. Limit analysis A.2.1. Tributary weight.. 7. A.2.2. Calculations. 7. A.3. Direct design 13 APPENDIX A APPENDIX A Due to its extension, the dissertation ould not inlude all the alulations and graphi explanantions whih, being not essential, are neessary to omplete the researh. This appendix inludes

More information

Investigation of the Shear Thickening Fluid Dynamic Properties and its Influence on the Impact Resistance of Multilayered Fabric Composite Barrier

Investigation of the Shear Thickening Fluid Dynamic Properties and its Influence on the Impact Resistance of Multilayered Fabric Composite Barrier 11 th International LS-DYNA Users Conference Blast / Impact (1) Investigation of the Shear Thickening Fluid Dynamic Properties and its Influence on the Impact Resistance of Multilayered Fabric Composite

More information

TEMPERATURE EFFECTS ON MECHANICAL PROPERTIES OF ZINC DITHIOPHOSPHATE TRIBOFILMS

TEMPERATURE EFFECTS ON MECHANICAL PROPERTIES OF ZINC DITHIOPHOSPHATE TRIBOFILMS TMPRATUR FFCTS ON MCHANICAL PROPRTIS OF ZINC DITHIOPHOSPHAT TRIBOFILMS Karim DMMOU, Sandrine BC, Jean-Lu LOUBT & Jean-Mihel MARTIN Laboratoire de Tribologie & Dynamique des Systèmes - UMR 5513 CNRS/CL/NIS

More information

A model for measurement of the states in a coupled-dot qubit

A model for measurement of the states in a coupled-dot qubit A model for measurement of the states in a oupled-dot qubit H B Sun and H M Wiseman Centre for Quantum Computer Tehnology Centre for Quantum Dynamis Griffith University Brisbane 4 QLD Australia E-mail:

More information

Research Article New Two-Dimensional Polynomial Failure Criteria for Composite Materials

Research Article New Two-Dimensional Polynomial Failure Criteria for Composite Materials Advanes in Materials Siene and Engineering, Artile ID 503483, 7 pages http://dx.doi.org/0.55/04/503483 Researh Artile New Two-Dimensional Polynomial Failure Criteria for Composite Materials ShiYangZhaoandPuXue

More information

Stress triaxiality to evaluate the effective distance in the volumetric approach in fracture mechanics

Stress triaxiality to evaluate the effective distance in the volumetric approach in fracture mechanics IOSR Journal of ehanial and Civil Engineering (IOSR-JCE) e-issn: 78-1684,p-ISSN: 30-334X, Volume 11, Issue 6 Ver. IV (Nov- De. 014), PP 1-6 Stress triaxiality to evaluate the effetive distane in the volumetri

More information

STRUCTURAL BEHAVIOR OF R/C DEEP BEAM WITH HEADED LONGITUDINAL REINFORCEMENTS

STRUCTURAL BEHAVIOR OF R/C DEEP BEAM WITH HEADED LONGITUDINAL REINFORCEMENTS 13 th World Conferene on Earthquake Engineering anouver, B.C., Canada August 1-6, 24 Paper No. 58 STRUCTURAL BEHAIOR OF R/C DEEP BEAM WITH HEADED LONGITUDINAL REINFORCEMENTS Soo-Yeon SEO 1, Seung-Joe YOON

More information

Shear-Friction Strength of RC Walls with 550 MPa Bars

Shear-Friction Strength of RC Walls with 550 MPa Bars Proeedings of the Tenth Paifi Conferene on Earthquake Engineering Building an Earthquake-Resilient Paifi 6-8 November 215, Sydney, Australia Shear-Frition Strength of RC Walls with 55 MPa Bars Jang-woon

More information

Bending resistance of high performance concrete elements

Bending resistance of high performance concrete elements High Performane Strutures and Materials IV 89 Bending resistane of high performane onrete elements D. Mestrovi 1 & L. Miulini 1 Faulty of Civil Engineering, University of Zagreb, Croatia Faulty of Civil

More information

Physical Laws, Absolutes, Relative Absolutes and Relativistic Time Phenomena

Physical Laws, Absolutes, Relative Absolutes and Relativistic Time Phenomena Page 1 of 10 Physial Laws, Absolutes, Relative Absolutes and Relativisti Time Phenomena Antonio Ruggeri modexp@iafria.om Sine in the field of knowledge we deal with absolutes, there are absolute laws that

More information

Fig Review of Granta-gravel

Fig Review of Granta-gravel 0 Conlusion 0. Sope We have introdued the new ritial state onept among older onepts of lassial soil mehanis, but it would be wrong to leave any impression at the end of this book that the new onept merely

More information

The Concept of Mass as Interfering Photons, and the Originating Mechanism of Gravitation D.T. Froedge

The Concept of Mass as Interfering Photons, and the Originating Mechanism of Gravitation D.T. Froedge The Conept of Mass as Interfering Photons, and the Originating Mehanism of Gravitation D.T. Froedge V04 Formerly Auburn University Phys-dtfroedge@glasgow-ky.om Abstrat For most purposes in physis the onept

More information

ANALYSIS OF THE SEISMIC BEHAVIOR OF KEDDARA DAM USING STRONG MOTION RECORDS

ANALYSIS OF THE SEISMIC BEHAVIOR OF KEDDARA DAM USING STRONG MOTION RECORDS ANALYSIS OF THE SEISMIC BEHAVIOR OF KEDDARA DAM USING STRONG MOTION RECORDS S. Louadj, R. Bahar, E. Vinens, N. Laouami 4 Ph.D Student, Geomaterials and Environment Laboratory LGEA, University of Tizi-Ouzou,

More information

International Journal of Advanced Engineering Research and Studies E-ISSN

International Journal of Advanced Engineering Research and Studies E-ISSN Researh Paper FINIE ELEMEN ANALYSIS OF A CRACKED CANILEVER BEAM Mihir Kumar Sutar Address for Correspondene Researh Sholar, Department of Mehanial & Industrial Engineering Indian Institute of ehnology

More information

Collinear Equilibrium Points in the Relativistic R3BP when the Bigger Primary is a Triaxial Rigid Body Nakone Bello 1,a and Aminu Abubakar Hussain 2,b

Collinear Equilibrium Points in the Relativistic R3BP when the Bigger Primary is a Triaxial Rigid Body Nakone Bello 1,a and Aminu Abubakar Hussain 2,b International Frontier Siene Letters Submitted: 6-- ISSN: 9-8, Vol., pp -6 Aepted: -- doi:.8/www.sipress.om/ifsl.. Online: --8 SiPress Ltd., Switzerland Collinear Equilibrium Points in the Relativisti

More information

Compression failure and fiber-kinking modeling of laminated composites

Compression failure and fiber-kinking modeling of laminated composites Steel and Composite Strutures, Vol. 1, No. 1 (011) 53-7 53 Compression failure and fier-kinking modeling of laminated omposites A. Kairi Ataaadi 1, S. Ziaei-Rad 1, and H. Hosseini-Toudeshky 1 Department

More information

Models for the simulation of electronic circuits with hysteretic inductors

Models for the simulation of electronic circuits with hysteretic inductors Proeedings of the 5th WSEAS Int. Conf. on Miroeletronis, Nanoeletronis, Optoeletronis, Prague, Czeh Republi, Marh 12-14, 26 (pp86-91) Models for the simulation of eletroni iruits with hystereti indutors

More information

Development of a user element in ABAQUS for modelling of cohesive laws in composite structures

Development of a user element in ABAQUS for modelling of cohesive laws in composite structures Downloaded from orbit.dtu.dk on: Jan 19, 2019 Development of a user element in ABAQUS for modelling of ohesive laws in omposite strutures Feih, Stefanie Publiation date: 2006 Doument Version Publisher's

More information

A NEW FLEXIBLE BODY DYNAMIC FORMULATION FOR BEAM STRUCTURES UNDERGOING LARGE OVERALL MOTION IIE THREE-DIMENSIONAL CASE. W. J.

A NEW FLEXIBLE BODY DYNAMIC FORMULATION FOR BEAM STRUCTURES UNDERGOING LARGE OVERALL MOTION IIE THREE-DIMENSIONAL CASE. W. J. A NEW FLEXIBLE BODY DYNAMIC FORMULATION FOR BEAM STRUCTURES UNDERGOING LARGE OVERALL MOTION IIE THREE-DIMENSIONAL CASE W. J. Haering* Senior Projet Engineer General Motors Corporation Warren, Mihigan R.

More information

ES 247 Fracture Mechanics Zhigang Suo

ES 247 Fracture Mechanics Zhigang Suo ES 47 Frature Mehanis Zhigang Suo The Griffith Paper Readings. A.A. Griffith, The phenomena of rupture and flow in solids. Philosophial Transations of the Royal Soiety of London, Series A, Volume 1 (191)

More information

The problems of calculating the load-bearing structures made of light steel thin-walled profiles

The problems of calculating the load-bearing structures made of light steel thin-walled profiles MATEC Web of Conferenes 86, 007 (06) DOI: 0.05/ mateonf/0686007 IPICSE-06 The problems of alulating the load-bearing strutures made of light steel thin-walled profiles Vera Ro,*, Oxana Izvekova, and Issa

More information

RESEARCH CONCERNING THE LOCAL LOSS OF STABILITY UNDER EXTERNAL PRESSURE AND TENSION OF OIL INDUSTRY TUBULARS

RESEARCH CONCERNING THE LOCAL LOSS OF STABILITY UNDER EXTERNAL PRESSURE AND TENSION OF OIL INDUSTRY TUBULARS ГОДИШНИК НА МИННО-ГЕОЛОЖКИЯ УНИВЕРСИТЕТ СВ. ИВАН РИЛСКИ, Том 48, Св. I, Геология и геофизика, 25 ANNUAL OF THE UNIVERSITY OF MINING AND GEOLOGY ST. IVAN RILSKI, Vol. 48, Part I, Geology and Geophysis,

More information

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 4, 2012

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 4, 2012 INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume, No 4, 01 Copyright 010 All rights reserved Integrated Publishing servies Researh artile ISSN 0976 4399 Strutural Modelling of Stability

More information

Metric of Universe The Causes of Red Shift.

Metric of Universe The Causes of Red Shift. Metri of Universe The Causes of Red Shift. ELKIN IGOR. ielkin@yande.ru Annotation Poinare and Einstein supposed that it is pratially impossible to determine one-way speed of light, that s why speed of

More information

WRAP-AROUND GUSSET PLATES

WRAP-AROUND GUSSET PLATES WRAP-AROUND GUSSET PLATES Where a horizontal brae is loated at a beam-to-olumn intersetion, the gusset plate must be ut out around the olumn as shown in Figure. These are alled wrap-around gusset plates.

More information

Drift Capacity of Lightly Reinforced Concrete Columns

Drift Capacity of Lightly Reinforced Concrete Columns Australian Earthquake Engineering Soiety Conferene, Perth, Western Australia Drift Capaity of ightly Reinfored Conrete Columns A Wibowo, J Wilson, NTK am, EF Gad,, M Fardipour, K Rodsin, P ukkunaprasit

More information

BUCKLING OF LONG COMPRESSION-LOADED ANISOTROPIC PLATES RESTRAINED AGAINST INPLANE LATERAL AND SHEAR DEFORMATIONS

BUCKLING OF LONG COMPRESSION-LOADED ANISOTROPIC PLATES RESTRAINED AGAINST INPLANE LATERAL AND SHEAR DEFORMATIONS AIAA-3-789 BUCKLING OF LONG COMPRESSION-LOADED ANISOTROPIC PLATES RESTRAINED AGAINST INPLANE LATERAL AND SHEAR DEFORMATIONS Mihael P. Nemeth * Mehanis and Durability Branh, NASA Langley Researh Center

More information

Improvements in the Modeling of the Self-ignition of Tetrafluoroethylene

Improvements in the Modeling of the Self-ignition of Tetrafluoroethylene Exerpt from the Proeedings of the OMSOL onferene 010 Paris Improvements in the Modeling of the Self-ignition of Tetrafluoroethylene M. Bekmann-Kluge 1 *,. errero 1, V. Shröder 1, A. Aikalin and J. Steinbah

More information

A Mechanism-Based Approach for Predicting Ductile Fracture of Metallic Alloys

A Mechanism-Based Approach for Predicting Ductile Fracture of Metallic Alloys The University of Akron IdeaExhange@UAkron Mehanial Engineering Faulty Researh Mehanial Engineering Department 6-13 A Mehanism-Based Approah for Prediting Dutile Frature of Metalli Alloys Xiaosheng Gao

More information

New Potential of the. Positron-Emission Tomography

New Potential of the. Positron-Emission Tomography International Journal of Modern Physis and Appliation 6; 3(: 39- http://www.aasit.org/journal/ijmpa ISSN: 375-387 New Potential of the Positron-Emission Tomography Andrey N. olobuev, Eugene S. Petrov,

More information

City, University of London Institutional Repository

City, University of London Institutional Repository City Researh Online City, University of London Institutional Repository Citation: Labib, M., Moslehy, Y. & Ayoub, A. (07). Softening Coeffiient of Reinfored Conrete Elements Subjeted to Three-Dimensional

More information

Review of Force, Stress, and Strain Tensors

Review of Force, Stress, and Strain Tensors Review of Fore, Stress, and Strain Tensors.1 The Fore Vetor Fores an be grouped into two broad ategories: surfae fores and body fores. Surfae fores are those that at over a surfae (as the name implies),

More information

MODE I FATIGUE DELAMINATION GROWTH ONSET IN FIBRE REINFORCED COMPOSITES: EXPERIMENTAL AND NUMERICAL ANALYSIS

MODE I FATIGUE DELAMINATION GROWTH ONSET IN FIBRE REINFORCED COMPOSITES: EXPERIMENTAL AND NUMERICAL ANALYSIS 21 st International Conferene on Composite Materials Xi an, 20-25 th August 2017 MODE I FATIUE DELAMINATION ROWTH ONSET IN FIBRE REINFORCED COMPOSITES: EXPERIMENTAL AND NUMERICAL ANALYSIS Man Zhu 1,3,

More information

THE REFRACTION OF LIGHT IN STATIONARY AND MOVING REFRACTIVE MEDIA

THE REFRACTION OF LIGHT IN STATIONARY AND MOVING REFRACTIVE MEDIA HDRONIC JOURNL 24, 113-129 (2001) THE REFRCTION OF LIGHT IN STTIONRY ND MOVING REFRCTIVE MEDI C. K. Thornhill 39 Crofton Road Orpington, Kent, BR6 8E United Kingdom Reeived Deember 10, 2000 Revised: Marh

More information

Developing Excel Macros for Solving Heat Diffusion Problems

Developing Excel Macros for Solving Heat Diffusion Problems Session 50 Developing Exel Maros for Solving Heat Diffusion Problems N. N. Sarker and M. A. Ketkar Department of Engineering Tehnology Prairie View A&M University Prairie View, TX 77446 Abstrat This paper

More information

Compression Members Local Buckling and Section Classification

Compression Members Local Buckling and Section Classification Compression Memers Loal Bukling and Setion Classifiation Summary: Strutural setions may e onsidered as an assemly of individual plate elements. Plate elements may e internal (e.g. the wes of open eams

More information

PREDICTION OF STRESS-STRAIN BEHAVIOR FOR IMPROVEMENT OF MECHANICAL PROPERTIES OF POLYMERS

PREDICTION OF STRESS-STRAIN BEHAVIOR FOR IMPROVEMENT OF MECHANICAL PROPERTIES OF POLYMERS U.P.B. Si. Bull., Series B, Vol. 76, Iss., 4 ISSN 454 33 PREDICTION OF STRESS-STRAIN BEHAVIOR FOR IMPROVEMENT OF MECHANICAL PROPERTIES OF POLYMERS Afsaneh BAREKAT, Hossein HOSSEINI A nonlinear visoelasti

More information

UTC R170. Modeling of Composite Hydrogen Storage Cylinders Using Finite Element Analysis. K. Chandrashekhara

UTC R170. Modeling of Composite Hydrogen Storage Cylinders Using Finite Element Analysis. K. Chandrashekhara Modeling of Composite Hydrogen Storage Cylinders Using Finite Element Analysis by K. Chandrashekhara UC R7 A University ransportation Center Program at Missouri University of Siene & ehnology Dislaimer

More information

New Methods for Measuring the hermal Emissivity of Semi-transparent and Opaque Materials By D. Demange, M. Bejet, and B. Dufour ONERA - DMSC - Fort de Palaiseau, Chemin de la Hunière 91761 Palaiseau, Frane

More information

Transient wave propagation analysis of a pantograph- catenary system

Transient wave propagation analysis of a pantograph- catenary system Journal of Physis: Conferene Series PAPER OPEN ACCESS Transient wave propagation analysis of a pantograph- atenary system To ite this artile: Kyohei Nagao and Arata Masuda 216 J. Phys.: Conf. Ser. 744

More information

SLOSHING ANALYSIS OF LNG MEMBRANE TANKS

SLOSHING ANALYSIS OF LNG MEMBRANE TANKS CLASSIICATION NOTES No. 30.9 SLOSHING ANALYSIS O LNG EBRANE TANKS JUNE 006 Veritasveien, NO-3 Høvik, Norway Tel.: +47 67 57 99 00 ax: +47 67 57 99 OREWORD (DNV) is an autonomous and independent foundation

More information

Numerical Study on Cohesive Zone Elements for Static and Time Dependent Damage. and its Application in Pipeline Failure Analysis. Vishal Chandrasekhar

Numerical Study on Cohesive Zone Elements for Static and Time Dependent Damage. and its Application in Pipeline Failure Analysis. Vishal Chandrasekhar Numerial Study on Cohesive Zone Elements for Stati and Time Dependent Damage and its Appliation in Pipeline Failure Analysis by Vishal Chandrasekhar A Thesis Presented in Partial Fulfillment of the Requirements

More information

Effect of Different Types of Promoters on Bed Expansion in a Gas-Solid Fluidized Bed with Varying Distributor Open Areas

Effect of Different Types of Promoters on Bed Expansion in a Gas-Solid Fluidized Bed with Varying Distributor Open Areas Journal of Chemial Engineering of Japan, Vol. 35, No. 7, pp. 681 686, 2002 Short Communiation Effet of Different Types of Promoters on Bed Expansion in a Gas-Solid Fluidized Bed with Varying Distributor

More information

PASSIVE CONTROL OF BUILDING FRAMES BY MEANS OF LIQUID DAMPERS SEALED BY VISCOELASTIC MATERIAL

PASSIVE CONTROL OF BUILDING FRAMES BY MEANS OF LIQUID DAMPERS SEALED BY VISCOELASTIC MATERIAL ASSIVE CONTROL OF BUILDING FRAMES BY MEANS OF LIQUID DAMERS SEALED BY VISCOELASTIC MATERIAL 98 Shigeya KAWAMATA, Naoki FUNAKI And Yoshiro ITOH 3 SUMMARY In the purpose of installing in passive vibration

More information

Testing of the External Turning Tool Holder Equipped With Alternate Bars in Its Construction

Testing of the External Turning Tool Holder Equipped With Alternate Bars in Its Construction ISSN 1392 1320 MATERIALS SCIENCE (MEDŽIAGOTYRA). Vol. 21, No. 3. 2015 Testing of the External Turning Tool Holder Equipped With Alternate Bars in Its Constrution Marten MADISSOO 1, Argo ROSSNER 1, Jüri

More information

A Spatiotemporal Approach to Passive Sound Source Localization

A Spatiotemporal Approach to Passive Sound Source Localization A Spatiotemporal Approah Passive Sound Soure Loalization Pasi Pertilä, Mikko Parviainen, Teemu Korhonen and Ari Visa Institute of Signal Proessing Tampere University of Tehnology, P.O.Box 553, FIN-330,

More information

Study the Effect of Variable Viscosity and Thermal Conductivity of Micropolar Fluid in a Porous Channel

Study the Effect of Variable Viscosity and Thermal Conductivity of Micropolar Fluid in a Porous Channel Study the Effet of Variable Visosity and Thermal Condutivity of Miropolar Fluid in a Porous Channel Gitima Patowary 1, Dusmanta Kumar Sut 1 Assistant Professor, Dept. of Mathematis, Barama College, Barama,

More information

1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 3 Failure Theories and Concrete Plasticity

1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 3 Failure Theories and Concrete Plasticity .54/.54 Mehanis and Design of Conrete trutures pring 4 Prof. Oral Buyukozturk Massahusetts Institute of Tehnology Outline.54/.54 Mehanis and Design of Conrete trutures (--9) Outline Failure Theories and

More information

Contact Block Reduction Method for Ballistic Quantum Transport with Semi-empirical sp3d5s* Tight Binding band models

Contact Block Reduction Method for Ballistic Quantum Transport with Semi-empirical sp3d5s* Tight Binding band models Purdue University Purdue e-pubs Other Nanotehnology Publiations Birk Nanotehnology Center -2-28 Contat Redution Method for Ballisti Quantum Transport with Semi-empirial sp3d5s* Tight Binding band models

More information

Stabilization of the Precision Positioning Stage Working in the Vacuum Environment by Using the Disturbance Observer

Stabilization of the Precision Positioning Stage Working in the Vacuum Environment by Using the Disturbance Observer Proeedings of the 4th IIAE International Conferene on Industrial Appliation Engineering 216 Stabilization of the Preision Positioning Stage Working in the Vauum Environment by Using the Disturbane Observer

More information

LATTICE BOLTZMANN METHOD FOR MICRO CHANNEL AND MICRO ORIFICE FLOWS TAIHO YEOM. Bachelor of Science in Mechanical Engineering.

LATTICE BOLTZMANN METHOD FOR MICRO CHANNEL AND MICRO ORIFICE FLOWS TAIHO YEOM. Bachelor of Science in Mechanical Engineering. LATTICE BOLTZMANN METHOD FOR MICRO CHANNEL AND MICRO ORIFICE FLOWS By TAIHO YEOM Bahelor of Siene in Mehanial Engineering Ajou University Suwon, South Korea 2005 Submitted to the Faulty of the Graduate

More information

Sensitivity Analysis in Markov Networks

Sensitivity Analysis in Markov Networks Sensitivity Analysis in Markov Networks Hei Chan and Adnan Darwihe Computer Siene Department University of California, Los Angeles Los Angeles, CA 90095 {hei,darwihe}@s.ula.edu Abstrat This paper explores

More information

Verka Prolović Chair of Civil Engineering Geotechnics, Faculty of Civil Engineering and Architecture, Niš, R. Serbia

Verka Prolović Chair of Civil Engineering Geotechnics, Faculty of Civil Engineering and Architecture, Niš, R. Serbia 3 r d International Conferene on New Developments in Soil Mehanis and Geotehnial Engineering, 8-30 June 01, Near East University, Niosia, North Cyprus Values of of partial fators for for EC EC 7 7 slope

More information

A. Shirani*and M. H. Alamatsaz

A. Shirani*and M. H. Alamatsaz IJST (013) A1: 9-34 Iranian Journal of Siene & Tehnology http://www.shirazu.a.ir/en Calulion of exposure buildup fators for point isotropi gamma ray soures in strified spherial shields of wer surrounded

More information

Diagonal Tensile Failure Mechanism of Reinforced Concrete Beams

Diagonal Tensile Failure Mechanism of Reinforced Concrete Beams Journal of Advaned Conrete Tehnology Vol., No. 3, 37-34, Otober 4 / Copyright 4 Japan Conrete Institute 37 Diagonal Tensile Failure Mehanism of Reinfored Conrete Beams Yasuhiko Sato, Toshiya Tadokoro and

More information

Acoustic and Mechanical properties of particulate composites

Acoustic and Mechanical properties of particulate composites 3rd International Non-Destrutive Testing Symposium and Exhibition, Istanbul Turkey, April 008 For all papers o this publiation lik: www.ndt.net/searh/dos.php3?mainsoure=58 Aousti and Mehanial properties

More information

Failure Assessment Diagram Analysis of Creep Crack Initiation in 316H Stainless Steel

Failure Assessment Diagram Analysis of Creep Crack Initiation in 316H Stainless Steel Failure Assessment Diagram Analysis of Creep Crak Initiation in 316H Stainless Steel C. M. Davies *, N. P. O Dowd, D. W. Dean, K. M. Nikbin, R. A. Ainsworth Department of Mehanial Engineering, Imperial

More information

SEDIMENT TRANSPORT CALCULATION CONSIDERING COHESIVE EFFECTS AND ITS APPLICATION TO WAVE-INDUCED TOPOGRAPHIC CHANGE

SEDIMENT TRANSPORT CALCULATION CONSIDERING COHESIVE EFFECTS AND ITS APPLICATION TO WAVE-INDUCED TOPOGRAPHIC CHANGE Proeedings of the 7 th International Conferene on Asian and Paifi Coasts (APAC 03) Bali, Indonesia, September 4-6, 03 SEDIMENT TRANSPORT CALCULATION CONSIDERING COHESIVE EFFECTS AND ITS APPLICATION TO

More information

Meeting COST E 24 special taskforce, Zurich, 6./ M i n u t e s

Meeting COST E 24 special taskforce, Zurich, 6./ M i n u t e s Meeting COST E 24 speial taskfore, Zurih, 6./7.09.2004 M i n u t e s Attendane: H.J. Larsen J.D. Sorensen A. Jorissen T. Toratti M.H. Faber J. Köhler Content: Opening, Conlusions from the CIB W18 meeting

More information

Beams on Elastic Foundation

Beams on Elastic Foundation Professor Terje Haukaas University of British Columbia, Vanouver www.inrisk.ub.a Beams on Elasti Foundation Beams on elasti foundation, suh as that in Figure 1, appear in building foundations, floating

More information