Deformation of Solid Materials. Theory and Worked Examples,



Deformation compatibility of masonry and composite materials
Bespalov, V. V.; Ucer, D.; Salmanov, I. D.; Kurbanov, I. N.; Kupavykh, S. V. (2018-01-01)
Fiber Reinforced Polymers (FRP) are commonly used nowadays for strengthening deteriorated structures. The purpose of this research was to determine the combined behavior of masonry walls and reinforcing meshes together, according to their deformation characteristics. A sample wall with average masonry parameters and seven different common polymer nets on them were modeled in Abaqus Software. Moreover, a case study wall was also modeled according to the strength values obtained from direct testing of a demol...
Bending of flat plates.
Akkaya, Zafer; Department of Civil Engineering (1972)
Deformation and failure analysis of laminated composites by isogeometric elements formulation
Aydın, Cansın Bade; Darendeliler, Haluk; Department of Mechanical Engineering (2020)
The finite element method (FEM) is the most widely used technique for solution ofengineering problems. In classical finite element analysis (FEA) procedure, the exactgeometry generated in computer aided design software is regenerated to have an anal-ysis suitable model, then this model is used for solution. Isogeometric analysis (IGA)is a computational approach which eliminates the modification phase of the actualgeometry in FEA. Instead, IGA employs the same mathematical model which definesthe geometry in ...
Bending of graded curved bars at elastic limits and beyond
ARSLAN, ERAY; Eraslan, Ahmet Nedim (2013-03-01)
Analytical and computational models are developed to predict the stress response of functionally graded curved bars under pure bending in elastic and partially plastic states of stress. In the analytical model, the modulus of elasticity and in the computational model, both the modulus of elasticity and the hardening parameter of the bar material are assumed to vary in the radial direction. The analytical model is based on Tresca's yield criterion, its associated flow rule and ideal plastic material behavior...
Deformation Analysis of Elastic-Plastic Two Layer Tubes Subject to Pressure: an Analytical Approach
Eraslan, Ahmet Nedim (2004-06-01)
Analytical solutions are obtained for axisymmetric elastic-plastic deformations in tightly fitted concentric tubes with fixed ends subjected to either internal or external pressure. Tresca's yield criterion and its associated flow rule are used to estimate the elastic-plastic response of the assembly. The closed form solutions for all elastic-plastic deformation stages are obtained by assuming linear hardening material behavior. Some numerical examples are handled using the mechanical properties of real eng...
Citation Formats
A. Mehrabov, Deformation of Solid Materials. Theory and Worked Examples,. 1991.