Classification of Steel Mine Support Sections as per EC3 Classification
p.63
p.63
Combination of Wedge Splitting and Bending Fracture Test-Crack Tip Stress Field and Nonlinear Zone Extent Analysis
p.67
p.67
Comparation of Numerical Methods for Calculation of Thin Slabs
p.73
p.73
Comparison Experimental Tests of Behavior of the Slab-Column Structure after Removal of the Corner Support with Simplified Models Describing the Mechanism of Destruction
p.78
p.78
Comparison of Finite Element and Classical Computing Models of Reinforcement Pavement
p.85
p.85
Comparison of Fracture Energy Values Obtained from 3PB, WST and CT Test Configurations
p.89
p.89
Compressed Thin-Walled Cold-Formed Steel Members with Closed Cross-Sections
p.93
p.93
Delamination of Laminate Plates
p.97
p.97
Determination of Shear Wave Velocity in the Soil by Dynamic Tests
p.101
p.101
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.
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Periodical:
Advanced Materials Research (Volume 969)
Pages:
85-88
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Online since:
June 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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