Advances in Civil Engineering / 2021 / Article / Tab 3

Research Article

Experimental Study on an Innovative Hollow Concrete Floor System Assembled with Precast Panels and Self-Thermal-Insulation Infills

Table 3

Similarity constant of the specimen.

ParameterDimensionSimilarity relationship

Material propertiesStrain, σFL−2SE = Sσ = 1
Stress, ε1
Elastic modulus, EFL−2SE = 1
Passion’s ratio, υ1

GeometryLength, lLSl = 1/2
Displacement, χLSχ = Sl = 1/2
Angular displacement, θ1
Area, AL2SA =  = 1/4
Moment of inertia, IL4SI =  = 1/16

LoadConcentrated load, PFSp =  = 1/4
Line load, ωFL−1Sω = SESl = 1/2
Area load, qFL−2Sq = SE = 1
Moment, MFLSM =  = 1/8

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