Exact(6)
Model mechanical properties (both stiffness and strength) for the member and connection composite materials were determined from tests on the composite constituent materials and on composite lamina coupons.
Macro-mechanical analytical models, in spite of providing quick predictions, are based on properties determined from tests performed at the laminate level, making preliminary design and optimisation of composite structures still too costly in terms of testing requirements.
For comparison, the modulus was also determined from tests on the same member, dismounted from the structures, by using a different method based on measurement of end-point accelerations.
Soil properties as determined from tests on samples from four boreholes were used as the main inputs for the foundation soils in the FEM model.
The mean compressive strength fcm and modulus of elasticity Ec of the concrete at the age of testing were determined from tests on six standard 100 mm diameter cylinder companion specimens and were 47.9 and 33,050 MPa, respectively.
Significance of pairwise population F ST comparisons was determined from tests of genotypic differentiation performed in Genepop using default parameters.
Similar(53)
A safe dose, determined from testing in animals, is used as the starting dose.
The material and strength properties in the individual laminae are modeled as 2-D non-Gaussian random fields whose second order probabilistic characteristics are determined from test data.
He said they had also determined, from testing and manufacturer's data, that the garbage bags, with their distinctive serrated separations, were part of the same lot as garbage bags in which Ms. McGuire had placed some of Mr. McGuire's clothing and belongings before giving them to a friend.
The strength of these two anchor sizes was determined from testing of specimens in group C (Specimens CII-25-1.3-5 and CII-25-1.9-10), consisting of 254 mm wide sheets attached to the concrete blocks only through FRP anchors.
The thick solid skeleton lines are composed of three line segments (segment OF′, F′ G′ and G′W), which can be determined from test results of the splices under incremental tensile loading, as described in Sect.
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