The paper continues and discusses the next case of the simplified method of the Technical
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …

The paper continues and discusses the next case of the simplified method of the Technical
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …

The stability of load-bearing members is a challenging issue for designers. The avoidance of
possible stability troubles is a mandatory step of the overall design process. The paper …

The paper continues and discusses the next case of the method of the Technical Stability
Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi-slender …

Finite Element Method Analysis of stability in elastic states of very slender cylindrical shaped
plywood tube compressed by ball-and-socket joints while the force line is getting out the …

The theory of the stability of an axially compressed cylindrical shaped plywood element is
presented in the paper. The differential equation of the elastic line, its slope, the critical …

The paper presents and discusses the next simplified method based on the Technical
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …

The problems of determining stresses and strains in an axially compressed square shaped
plywood shell are presented in the paper. The problems are considered in the paper under …

Stability analysis in elastic states of very slender square shaped plywood tube with core
compressed by balland-socket joints. The theory of stability of the axially compressed by ball …

Movement of the neutral layer during loss of stability in the critical cross section of very
slender cylindrical shaped plywood compressed by ball-and-socket joints. The analysis of …