As temporary structure, the elastic designed methods are often used for retaining structure of deep structure and measured stress is smaller compared to the designed value, therefore optimized design, simulating the basic process and considering plasticity of retaining structure have important theory meaning and practicality.
According to the measured stress occurred by vertical and horizontal load on the keyway and sutura reinforcing bar and dowel, the joint work situaticn and stress distribution are analyzed, and the structure breaking process under the condition of overload is described, which provide the reference date for keyway structure design
This article, based on the principle of observational stress calculating of viscoelastic body, achieves basic equation to calculate observational stress and optimizes the calculating methods, finally, lists the calculated cases Calculating has shown that the calculating formula is correct and the method is reasonable and available.
The symmetry part contains a coupling tensor directly related with rotation tensor, this coupling tensor causes that the strain defined significantly differ from actual value calculated based on measured stress field.
From the measured stress profiles along the beam flange and beam web depth, the mechanics of brittle fracture at the end of the beam is discussed.
According to the regression analysis of measured stress data in magmatite, sedimentary and metamorphic rock all over the world, it is found that the stress state in the three rocks is different and closely related to its formation.
An elastic model for a low-porosity foam is assumed to be a single elastic material with the measured stress-strain relation.
We measured stress hormones, blood pressure, heart rate and psychological parameters.
Studies were undertaken on both simulation data and on real stress-rest data obtained from 410 male patients undergoing routine thallium-201 myocardial perfusion scintigraphy.
Explanation of the real stress-strain-behavior of elastomers
VSTM encompasses a real stress testing machine, a virtual stress-testing machine, and a server that initiates and regulates all component physics and visualization processes the server also controls the real Instron.
It is first verified that the usual Smagorinsky model is poorly correlated with the real stress τij.
The complex formulation of stresses and displacements resulted from the introduction of a real stress function which has to satisfy the 2-dimensional biharmonic equation.