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    연구동향집 이미지

    An Introduction to the Mechanics of Solids: Second Edition with SI Units

    Thomas Lardner|1999.08.15

    PREFACE TO THE SECOND EDITIONPREFACE TO THE SECOND EDITION WITH SI UNITSPREFACE TO THE FIRST EDITIONFUNDAMENTAL PRINCIPLES OF MECHANICSINTRODUCTIONGENERALIZED PROCEDURETHE FUNDAMENTAL PRINCIPLES OF MECHANICSTHE CONCEPT OF FORCETHE MOMENT OF A FORCECONDITIONS FOR EQUILIBRIUMENGINEERING APPLICATIONSFRICTIONEXAMPLESHOOKE'S JOINTFINAL REMARKS PROBLEMSINTRODUCTION TO MECHANICS OF DEFORMABLE BODIESANALYSIS OF DEFORMABLE BODIESUNIAXIAL LOADING AND DEFORMATIONSTATICALLY DETERMINATE SITUATIONSSTATICALLY INDETERMINATE SITUATIONSCOMPUTER ANALYSIS OF TRUSSESELASTIC ENERGY;CASTIGLIANO'S THEOREMSUMMARY PROBLEMSFORCES AND MOMENTS TRANSMITTED BY SLENDER MEMBERSINTRODUCTIONGENERAL METHODDISTRIBUTED LOADSRESULTANTS OF DISTRIBUTED LOADSDIFFERENTIAL EQUILIBRIUM RELATIONSHIPSSINGULARITY FUNCTIONSFLUID FORCESTHREE-DIMENSIONAL PROBLEMS PROBLEMSSTRESS AND STRAININTRODUCTIONSTRESSPLANE STRESSEQUILIBRIUM OF A DIFFERENTIAL ELEMENT IN PLANE STRESSSTRESS COMPONENTS ASSOCIATED WITH ARBITRARILY ORIENTED FACES IN PLANE STRESSMOHR'S CIRCLE REPRESENTATION OF PLANE STRESSMOHR'S CIRCLE REPRESENTATION OF A GENERAL STATE OF STRESSANALYSIS OF DEFORMATIONDEFINITION OF STRAIN COMPONENTSRELATION BETWEEN STRAIN AND DISPLACEMENT IN PLANE STRAINSTRAIN COMPONENTS ASSOCIATED WITH ARBITRARY SETS OF AXESMOHR'S CIRCLE REPRESENTATION OF PLANE STRAINMOHR'S CIRCLE REPRESENTATION OF A GENERAL STATE OF STRESSMEASUREMENT OF STRAINSINDICIAL NOTATION PROBLEMSSTRESS-STRAIN-TEMPERATURE RELATIONSINTRODUCTIONTHE TENSILE TESTIDEALIZATIONS OF STRESS-STRAIN CURVESELASTIC STRESS-STRAIN RELATIONSTHERMAL STRAINCOMPLETE EQUATIONS OF ELASTICITYCOMPLETE ELASTIC SOLUTION FOR A THICK-WALLED CYLINDERSTRAIN ENERGY IN AN ELASTIC BODYSTRESS CONCENTRATIONCOMPOSITE MATERIALS AND ANISOTROPIC ELASTICITYCRITERIA FOR INITIAL YIELDINGBEHAVIOR BEYOND INITIAL YIELDING IN THE TENSILE TESTFRACTURE OF DUCTILE SPECIMENS AND STRUCTURESFRACTURE OF BRITTLE SPECIMENS AND STRUCTURESFATIGUECRITERIA FOR CONTINUED YIELDINGPLASTIC STRESS-STRAIN RELATIONSVISCOELASTICITY PROBLEMSTORSIONINTRODUCTIONGEOMETRY OF DEFORMATION OF A TWISTED CIRCULAR SHAFTSTRESSES OBTAINED FROM STRESS-STRAIN RELATIONSEQUILIBRIUM REQUIREMENTSSTRESS AND DEFORMATION IN A TWISTED ELASTIC CIRCULAR SHAFTTORSION OF ELASTIC HOLLOW CIRCULAR SHAFTSSTRESS ANALYSIS IN TORSION; COMBINED STRESSESSTRAIN ENERGY DUE TO TORSIONTHE ONSET OF YIELDING IN TORSIONPLASTIC DEFORMATIONSRESIDUAL STRESSESLIMIT ANALYSISTORSION OF RECTANGULAR SHAFTSTORSION OF HOLLOW, THIN-WALLED SHAFTS PROBLEMSSTRESSES DUE TO BENDINGINTROCUSTIONGEOMETRY OF DEFORMATION OF A SYMMETRICAL BEAM SUBJECTED TO PURE BENDINGSTRESSES OBTAINED FROM STRESS-STRAIN RELATIONSEQUILIBRIUM REQUIREMENTSSTRESS AND DEFORMATION IN SYMMETRICAL ELASTIC BEAMS SUBJECTED TO PURE BENDINGSTRESSES IN SYMMETRICAL ELASTIC BEAMS TRANSMITTING BOTH SHEAR FORCE AND BENDING MOMENTSTRESS ANALYSIS IN BENDING; COMBINED STRESSESSTRAIN ENERGY DUE TO BENDINGTHE ONSET OF YIELDING IN BENDINGPLASTIC DEFORMATIONSBENDING OF UNSYMMETRICAL BEAMSSHEAR FLOW IN THIN-WALLED OPEN SECTIONS; SHEAR CENTER PROBLEMS CTABLE OF CONTENTS PROVIDED BY PUBLISHER. ALL RIGHTS RESERVED.

    • 페이스북아이콘
    • 트위터 아이콘

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