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      Finite element methods for nonlinear problems : proceedings of the Europe-US Symposium, the Norwegian Institute of Technology, Trondheim, Norway, August 12-16, 1985

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      https://www.riss.kr/link?id=M397783

      • 저자
      • 발행사항

        Berlin ; New York : Springer-Verlag, c1986

      • 발행연도

        1986

      • 작성언어

        영어

      • 주제어
      • DDC

        620/.001/515353 판사항(19)

      • ISBN

        0387162267 (U.S.)

      • 자료형태

        일반단행본

      • 발행국(도시)

        Germany

      • 서명/저자사항

        Finite element methods for nonlinear problems : proceedings of the Europe-US Symposium, the Norwegian Institute of Technology, Trondheim, Norway, August 12-16, 1985 / edited by P.G. Bergan, K.J. Bathe, W. Wunderlich.

      • 형태사항

        x, 817 p. : ill. ; 24 cm.

      • 일반주기명

        Papers presented at the Europe-US Symposium on Finite Element Methods for Nonlinear Problems.
        Includes bibliographies.

      • 회의명

        Europe-US Symposium on Finite Element Methods for Nonlinear Problems

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      목차 (Table of Contents)

      • CONTENTS
      • Part Ⅰ Fundamental Problems = 1
      • On the accuracy and efficiency of numerical algorithms for geometrically nonlinear structural analysis / K. Mattiasson ; A. Bengtsson ; A. Samuelsson[Gothenburg] = 3
      • Large rotations in problems of structural mechanics / J. F. Besseling[Delft] = 25
      • Kinematic and dynamic analysis of mechanisms a finite element approach based on Euler parameters / M. Geradin ; G. Robert ; P. Buchet[Li$$\bprime e$$ge] = 41
      • CONTENTS
      • Part Ⅰ Fundamental Problems = 1
      • On the accuracy and efficiency of numerical algorithms for geometrically nonlinear structural analysis / K. Mattiasson ; A. Bengtsson ; A. Samuelsson[Gothenburg] = 3
      • Large rotations in problems of structural mechanics / J. F. Besseling[Delft] = 25
      • Kinematic and dynamic analysis of mechanisms a finite element approach based on Euler parameters / M. Geradin ; G. Robert ; P. Buchet[Li$$\bprime e$$ge] = 41
      • A discussion of Cauchy stress formulations for large strain analysis / J. P. Halleux ; J. Donea[Ispra] = 61
      • Part Ⅱ Nonlinear Materials = 75
      • Distributed cracking and nonlocal continuum / Z. P. Bazant[Evanston] = 77
      • On the numerical simulation of tensile fracture / L. Nilsson ; M. Oldenburg[Lulea] = 103
      • Stability and uniqueness of strain-softening computations / K. J. Willam ; E. Pramono ; S. Sture[Boulder] = 119
      • An endochronic approach and other topics in small and finite deformation computational elasto-plasticity / S. N. Atluri[Atlanta] = 143
      • Elastoplastic material laws with linear yield conditions / E. Anderheggen ; H. Elmer[Z$$\ddot u$$rich] = 163
      • On large strain elasto-plastic and creep analysis / K. J. Bathe ; R. Slavkovi$$c'$$[Cambridge] ; M. Koji$$c'$$[Watertown] = 175
      • Dynamic soil-structure interaction with constitutive modelling for soils and interfaces / C. S. Desai[Tucson] = 191
      • Part Ⅲ Framas, Plates and Shells = 209
      • Analysis procedure for space frames with material and geometrical nonlinearities / H. Nedergaard ; P. T. Pedersen[Lyngby] = 211
      • Nonlinear finite element analysis of offshore structures / A. Arnesen H$$\phi $$vik ; A. Engseth[Trondheim] ; S. D. Eskesen[Virum] = 231
      • Constraints for stresses in hybrid plate and shell elements / T. H. H. Pian[Cambridge] = 249
      • A family of $$c^o$$ shell elements based on generalized Hrennikoff's Method and assumed natural-coordinate strains / K. C. Park ; G. M. Stanley ; H. Cabiness[Palo Alto] = 265
      • Elastic-plastic and geometrically nonlinear analysis of plates and shells using a new nine node element / H. C. Huang ; E. Hinton[Swansea] = 283
      • Improved spurious mode control through mixed variational principles / T. Belytschko ; W. K. Liu[Evanston] = 299
      • Nonlinear shell analysis using free formulation finite elements / P. G. Bergan[Trondheim] ; M. K. Nygard[H$$\phi $$vik] = 317
      • Ultimate load analysis of thin shells under pressure loads / E. Ramm ; K. Schweizerhof ; H. Stegm$$\ddot u$$ller[Stuttgart] = 339
      • Computational procedures for postbucklinq of composite shells / G. M. Stanley ; C. A. Felippa[Palo Alto] = 359
      • Part Ⅳ Solution techniques and computer methods = 387
      • Reduction method for the nonlinear analysis of symmetric anisotropic panels / A. K. Noor[Hampton] = 389
      • Global constraints in nonlinear solution strategies / B. Kr$$\ddot o$$plin[Dortmund] ; D. Dinkler ; J. Hillmann[Braunschweig] = 409
      • On some efficient solution algorithms for nonlinear finite element analysis / R. Kolar ; H. A. Kamel[Tucson] = 425
      • Nice : a utility architecture for computational mechanics / C. A. Felippa ; G. M. Stanley[Palo Alto] = 447
      • Implementation of a modified Hughes-Liu shell into a fully vectorized explicit finite element code / J. O. Hallquist ; D. J. Benson ; G. L. Goudreau[Livermore] = 465
      • Adaptive substructuring techniques for finite element analysis with localized nonlinearities / T. Y. Han ; J. F. Abel[Ithaca] =481
      • Part Ⅴ Dynamics = 495
      • Improvements in transient dynamic time integration with application to spent nuclear fuel shipping cask impact analyses / S. W. Key[Albuquerque] = 497
      • Nonlinear dynamic analysis of shell structures using general single step algorithms / G. Q. Liu[Shanghai] ; Li Xi - Kui[Dalian] ; D. R. J. Owen[Swansea] = 513
      • Dynamic quasi-bifurcations in structures subjected to step loadings / M. Kleiber ; W. Kotulla ; M. Saran[Warsaw] = 529
      • Finite strip analysis of blast loaded plates / D. S. Mofflin ; M. D. Olson ; D. L. Andersen[Vancouver] = 539
      • Simplified dynamic analysis of civil engineering structures / P. N. Kasmai ; J. H. Prevost ; J. Zarka[Palaiseau] = 555
      • Part Ⅵ Reinforced concrete = 573
      • Some aspects of modelling reinforced concrete structures by finite elements / G. Mehlhorn[Kassel] ; D. Dinges ; M. Keuser ; W. Kolmar[Darmstadt] = 575
      • Development and application of a gradient-dependent fracture criterion for finite-element analysis of reinforced-concrete surface structures / H. A. Mang ; J. Eberhardsteiner ; H. Walter[Vienna] = 603
      • A finite element technique for analysis of reinforced and prestressed concrete structures / Damjani$$c'$$[Split] = 623
      • Nonlinear analysis of concrete and masonry structures / M. A. Crisfield ; J. Wills[Crowthorne] = 639
      • Finite element analysis of the nonlinear response of concrete dams subjected to internal loads / E. Onate ; J. Oliver ; G. Bugeda[Barcelona] = 653
      • Part Ⅶ Contact Problems = 673
      • On the influence of contact boundary conditions on the stability of shell structures under follower loads / F. G. Rammerstorfer[Leoben] ; W. Auli[Vienna] = 675
      • Nonlinear analysis of shells of revolution including contact conditions / W. Wunderlich ; H. Cramer ; W. Redanz[Bochum] = 697
      • Finite element postbuckling analysis of shells with nonlinear contact constraints / E. Stein ; W. Wagner ; P. Wriggers[Hannover] = 719
      • Augmented Lagrangian techniques for solving frictionless contact problems in finite elasticity / R. Glowinski ; M. Vidrascu[Inria] ; P. L. Tellec[Paris] = 745
      • Part Ⅷ Fluids = 759
      • Entropy-stable finite element methods for compressible fluids : application to high Mach number flows with shocks / T. J. R. Hughes ; M. Mallet ; L. P. Franca[Stanford] = 761
      • Analysis on a Taylor weak-statement algorithm for CFD applications / A. J. Baker ; J. W. Kim[Knoxville] = 775
      • An optimal 3D finite element for incompressible media / M. Bercovier[Jerusalem] = 791
      • A spectral element method for solution of the two - and three - dipensional time-dependent incompressible Navier-Stokes equations / G. E. Karniadakis ; E. T. Bullister ; A. T. Patera[Cambridge] = 803
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