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A Model Study of the Load-Distributing Characteristics of Twin, Twin-Tandem and Twin-Twin Gear Configurations for Rigid Pavements
The purpose of the study was to establish through the combined use of small-scale models and theoretical analyses, relationships between maximum stresses induced in rigid pavements by single-wheel and multiple-wheel loads which could be used in the design and evaluation of rigid pavements for military airfields. The report presents the results of a series of laboratory model tests designed to simulate the action of rigid pavement slabs of various thicknesses loaded through the following four gear configurations: single wheel, twin wheels, twin-tandem wheels and twin-twin wheels. (Author)
A Model Study of the Load-Distributing Characteristics of Twin, Twin-Tandem and Twin-Twin Gear Configurations for Rigid Pavements
The purpose of the study was to establish through the combined use of small-scale models and theoretical analyses, relationships between maximum stresses induced in rigid pavements by single-wheel and multiple-wheel loads which could be used in the design and evaluation of rigid pavements for military airfields. The report presents the results of a series of laboratory model tests designed to simulate the action of rigid pavement slabs of various thicknesses loaded through the following four gear configurations: single wheel, twin wheels, twin-tandem wheels and twin-twin wheels. (Author)
A Model Study of the Load-Distributing Characteristics of Twin, Twin-Tandem and Twin-Twin Gear Configurations for Rigid Pavements
P. F. Carlton (Autor:in) / R. M. Behrmann (Autor:in) / F. M. Mellinger (Autor:in)
1958
102 pages
Report
Keine Angabe
Englisch
Avionics , Runways , Aircraft , Landing gear , Stresses , Weight , Design , Pavements , Loading(Mechanics) , Load distribution , Military engineering , Test methods , Model tests , Cements , Models(Simulations) , Substrates , Rigid pavements , Evaluation , Multiple wheel assemblies , Landing gear configurations , Cement slabs
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