Stress-strain state control
of engineering structures
Stress-strain state is one of the structural strength ctriteria, which, however, can not be evaluated by means of direct techniques. As a rule, stress-strain state is detected through deformation or some other processes that are related to the change of stress-strain state (like change of optical or magnetic properties, frequency characteristics, etc).
Change of stress-strain characteristics of structures may be caused by a number of factors: low quality of building materials, wrong sequence of construction works, uneven foundation settlement, mistakes in load factor design, etc.
In the course of its operation “Stress-strain state control” subsystem compares the registered values with the pre-set threshold values of warning and alarm values. If the threshold values are exceeded, a “Warning” signal (beige line in the diagram) or a “Danger”signal (red line in the diagram) is formed.
Signals from the sensors are transfered to data acquisition node via Ethernet interface. Then the data is transfered to the server for further storage. Each of the registered signals is compared with threshold values. In the case if the threshold level is exceeded there is formed an alarm notification for the operator.
Threshold level values (for structure tilt and elements relative displacement) are calculated in accordance with the applicable normative and technical documentation for the particular structure type.
The figure below shows an example of “Stress-strain state control” subsystem operation. The signals trends shown in the diagram depict stress-strain state value of building’s ceiling structure for the period of 48 hours.
Depending on the time of the day, ZET 7X10-DS digital strain gauges values were changing. There is a clear difference between working time (8 a.m.-6 p.m.) and off-hours (6 p.m. -8 a.m.).
Presence of minor additional load is fixed by digital sensors and is shown in the diagram. It proves that the “Stress-strain state control” subsystem is sensitive to changes of the relative deformation load at the mounting point. It is also possible to track the dynamics of the corresponding values in real-time mode. Metrological self-check option enables in-place digital sensors diagnostics in the course of measurements performance without de-installation of the sensors.
It should be noted, that in order to obtain precise strain-gauges readings, it is necessary to mount them in the areas of stress-strain concentraion (the areas should be under load of their own weight, snow and wind impact). These areas location can be determined by means of stress-strain buildings structure calculation.