Results 201 to 210 of about 32,091 (263)

Torsional strength and deformation characteristics of HSC deep beams reinforced with cross-inclined stirrups. [PDF]

Sci Rep
Fawzi R, Asker HS, Yousef AM.
europepmc   +1 more source

Development and biomechanical validation of a whole spine-thorax finite element model for quantitative biomechanical analysis. [PDF]

PeerJ
Li J, Yu Y, Lin Y, Liu H, Zhong W, Tang L, Chen D, Ye Y, Lin X, Tian T, Li Y.   +10 more
europepmc   +1 more source

The Effect of Biomechanical Loading Parameters on the Stress and Strain Behavior of Orthodontic Mini-Implants: A Finite Element Study. [PDF]

J Funct Biomater
Panaite T, Romanec CL, Dragomir BR, Sîrghie A, Amititeloaie C, Balcos C, Savin CDN.   +6 more
europepmc   +1 more source

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Nonlinear Finite Element Analysis

2021
Safety assessment of structures can not be purely code based and certainly not based on linear elastic analyses. Hence, this chapter will cover key aspects of non-linear finite element analysis.
Victor E. Saouma, M. Amin Hariri-Ardebili   +1 more
openaire   +1 more source

Nonlinear, finite deformation, finite element analysis

Zeitschrift für angewandte Mathematik und Physik, 2016
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Nguyen, Nhung, Waas, Anthony M.
openaire   +2 more sources

Nonlinear finite element analysis of an autofrettage process

Computers & Structures, 1983
Abstract Generally metal forming processes are nonlinear problems. A method is presented to calculate stress and deformation time history and residual states of a mechanically autofrettaged thick walled cylinder. The finite-element-model and the results of the nonlinear analysis are demonstrated.
EDWIN T. TILL, FRANZ G. RAMMERSTORFER
openaire   +1 more source

Nonlinear Settlement Analysis by Finite Element

Journal of the Geotechnical Engineering Division, 1975
A nonlinear constitutive equation for soil is used in conjunction with the finite element method to compute the settlement of oil storage tanks supported on clay. The nonlinearity is achieved by assigning bulk and shear moduli to each element, consistent with the soil type and the prevailing state of stress. Solutions for the bulk modulus were obtained
Leonard Domaschuk, Palaniappan Valliappan   +1 more
openaire   +2 more sources

Finite Element Analysis of Nonlinear Structures

Journal of the Structural Division, 1968
The principle of virtual work is employed to derive general relations governing geometrically nonlinear structural behavior. From these basic relations, three general finite-element analysis models, namely, potential energy, direct and incremental, are formulated for nonlinear pre- and post-buckling analyses.
Robert H. Mallett, Pedro V. Marcal
openaire   +1 more source