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Plasticity and creep - NMMO566

Title:	Plasticita a creep
Guaranteed by:	Mathematical Institute of Charles University (32-MUUK)
Faculty:	Faculty of Mathematics and Physics
Actual:	from 2017
Semester:	summer
E-Credits:	3
Hours per week, examination:	summer s.:2/0, Ex [HT]
Capacity:	unlimited
Min. number of students:	unlimited
4EU+:	no
Virtual mobility / capacity:	no
State of the course:	taught
Language:	Czech, English
Teaching methods:	full-time
Teaching methods:	full-time

Guarantor:	Ing. Jiří Plešek, CSc.
Class:	DS, matematické a počítačové modelování M Mgr. MOD M Mgr. MOD > Volitelné
Classification:	Mathematics > Mathematical Modeling in Physics

Opinion survey results Examination dates SS schedule Noticeboard

Annotation -

Last update: G_M (09.06.2016)

The purpose of the course is to lay out the fundamentals of plasticity of materials.

Course completion requirements -

Last update: Mgr. Dalibor Šmíd, Ph.D. (12.06.2021)

The course is taught at the CTU and runs according to the CTU schedule. In addition to enrolling via SIS, interested students are kindly requested to contact the instructor (plesek@it.cas.cz) in person well in advance to arrange the details of the course.

Literature -

Last update: doc. Mgr. Petr Kaplický, Ph.D. (09.06.2016)

[1] Chen, W.F., Han, D.J.: Plasticity for Structural Engineers. Springer, New York 1988.

[2] Plešek, J.: Numerická integrace konstitutivních vztahů. Inž. mech., Vol. 6, No. 1, pp.3-24, 1999.

[3] Plešek, J., Korous, J.: Explicit integration method with time step control for viscoplasticity and creep. Adv. Engrg. Software, Vol. 33, No. 7-10, pp. 621-630, 2002.

[4] Bathe, K.J.: Finite Element Procedures. Prentice-Hall, New Jersey 1996.

Syllabus -

Last update: doc. Mgr. Petr Kaplický, Ph.D. (09.06.2016)

Introduction to nonlinear behaviour of materials, especially metals. Fundamental concepts such as the static limit state analysis, shakedown and low-cycle fatigue under cyclic loadings are explained. This is followed by the development of incremental models with two types of hardening, isotropic and kinematic, subject to the history dependent

response to nonproportional complex loadings paths. Numerical implementation within the finite element method, stability issues and finite element locking phenomena are discussed.

Registration requirements -

Last update: Mgr. Dalibor Šmíd, Ph.D. (12.06.2021)