The development of adequate finite element models of load-bearing structures coating “Vnukovo-1 airport complex” to solve the problems of monitoring their technical condition

This article considers the issues of designing adequate finite element models of weight-bearing structures based on the roof structures of the Vnukovo-1 airport, which is made in the form of a spatial core structure. Additional actions on the covering structure model in terms of the strength checking calculation procedure are presented, its purpose is to make the adequate model for its further use in the design of structural health monitoring. The article presents the results of modeling, comparative research with the data of nature experiment

Experimental and analytical study of an aluminium alloy bridge made of 1915T

In bridge design one of the main design criteria is fatigue. Better understanding, correlation and correct design rules are important to ensure safety. New code for the design of bridge structures made of aluminium alloys are being developed in Russian Federation. The authors tested a full scale pedestrian bridge for static and cyclic loading. The results of the experiment and numerical simulation are analyzed and presented in this article

Experimental and analytical study of an aluminium alloy bridge made of 1915T

In bridge design one of the main design criteria is fatigue. Better understanding, correlation and correct design rules are important to ensure safety. New code for the design of bridge structures made of aluminium alloys are being developed in Russian Federation. The authors tested a full scale pedestrian bridge for static and cyclic loading. The results of the experiment and numerical simulation are analyzed and presented in this article

The development of adequate finite element models of load-bearing structures coating “Vnukovo-1 airport complex” to solve the problems of monitoring their technical condition

This article considers the issues of designing adequate finite element models of weight-bearing structures based on the roof structures of the Vnukovo-1 airport, which is made in the form of a spatial core structure. Additional actions on the covering structure model in terms of the strength checking calculation procedure are presented, its purpose is to make the adequate model for its further use in the design of structural health monitoring. The article presents the results of modeling, comparative research with the data of nature experiment