Comparison of Finite Element and Classical Computing Models of Reinforcement Pavement

Abstract

Within the solution of the vehicle roadway interaction problems the various computing models of the road can be used. The results of the solution show that under certain conditions also simpler computing models can offer applicable results. The submitted paper is dedicated to the comparison of the results obtained from simpler road computing model and from the model based on the finite element method.

Comparison of Internal Forces Redistribution and Displacements Subjected to the Dynamic Wind Gusts depending of Point Fixed Glass Connector Model Shape

“…Computer-aided engineering is not limited to small objects and structures but can be also utilized to solve complex problems of larger structures. Cajka and Krejsa [16] performed numerical analysis of rooflight steel structure and validated their results with experimental tests, whereas complex numerical analyses of bridge structures were presented in [17][18][19].…”

Delamination of laminate plate under tearing load mode

“…Results have shown that response mode III is predominant and the response modes I and II are negligible, except of free edges. Based on these results a designer must pay attention at the free edges of delamination front [12][13][14][15]. …”

Mixed-Mode Delamination Failure Model of Sandwich Plate

“…A two-subplate sandwich FEM [17]- [21] model which incorporates interface models based on fracture and contact mechanics has been proposed. The interface between sublaminates is modeled by CE.…”