Property space for structural analysis Application Object


A Property_space_for_structural_analysis is a Property_space that is one of the standard instances of Property_space defined by ISO/PDTS 10303-1078.

Each instance of Property_space_for_structural_analysis is relevant to structural analysis.

NOTE - The definition of each instance of Property_space_for_structural_analysis makes reference to ISO 10303-104:2000.

The instances of Property_space specified by this part of ISO 10303 are shown in Table 1.

Table 1: Standard instances of Property_space for structural analysis

code

name

definition

SA001

beam applied force per unit length

applied force per unit length acting at a point on a beam - see ISO 10303-104:2000 - 6.3.33

SA002

beam applied moment per unit length

applied moment per unit length acting at a point on a beam - see ISO 10303-104:2000 - 6.3.33

SA003

beam axial force

axial force acting at the cross section at a point on a beam - see ISO 10303-104:2000 - 6.3.21

SA004

beam axial strain

average axial strain over the cross section at a point on a beam - see ISO 10303-104:2000 - 6.3.21

SA005

beam bending moment

bending moment acting at the cross section at a point on a beam - see ISO 10303-104:2000 - 6.3.30

SA006

beam bi-moment

bi-moment at a point on a beam - see ISO 10303-104:2000 - 6.3.21

SA007

beam curvature

curvature at a point on a beam - see ISO 10303-104:2000 - 6.3.30

SA008

beam displacement

displacement at a point on a beam, evaluated on the references axis of the beam, from its reference position - see ISO 10303-104:2000 - 6.3.35

SA009

beam infinitesimal rotation

average of rotation of the cross section at a point on the beam - see ISO 10303-104:2000 - 6.3.35

SA010

beam centroid offset

offset of the area centroid of the cross section at a point on a beam from the reference axis of the beam - see ISO 10303-104:2000 - 5.13.16

SA011

beam polar moment of area

polar moment of area of the cross section at a point on a beam evaluated about the area centroid of the cross section - see ISO 10303-104:2000 - 5.13.16

SA012

beam position

position of the reference axis at a point on a beam - see ISO 10303-104:2000 - 6.3.35

SA013

beam second moment of area

second moment of area of the cross section at a point on a beam evaluated about the area centroid - see ISO 10303-104:2000 - 5.13.16

SA014

beam shear area

coefficient of the relationship between beam shear stress and beam shear strain at a point on a beam - see ISO 10303-104:2000 - 5.13.16

SA015

beam shear centre

offset of the shear centre at a point on a beam from the reference axis of the beam - see ISO 10303-104:2000 - 5.13.16

SA016

beam shear force

shear force acting at the cross section at a point on a beam - see ISO 10303-104:2000 - 6.3.30

SA017

beam thermal gradient

average temperature gradient over the cross section at a point on a beam - see ISO 10303-104:2000 - 6.3.30

SA018

beam torque

torsional moment acting at the cross section at a point on a beam - see ISO 10303-104:2000 - 6.3.21

SA019

beam torsional coefficient

torsional coefficient at a point on a beam - see ISO 10303-104:2000 - 5.13.16

SA020

beam twist

twist at a point on a beam - see ISO 10303-104:2000 - 6.3.21

SA021

beam warping

warping at a point on a beam - see ISO 10303-104:2000 - 6.3.21

SA022

beam warping constant

warping constant at a point on a beam - see ISO 10303-104:2000 - 5.13.16

SA023

body applied force

total applied force to a whole body - see ISO 10303-104:2000 - 6.3.38

SA024

body applied moment

total applied moment to a whole body - see ISO 10303-104:2000 - 6.3.28

SA025

body displacement

displacement of the reference point for the body from its reference position - see ISO 10303-104:2000 - 6.3.35

SA026

body infinitesimal rotation

average of rotation of the points in the body - see ISO 10303-104:2000 - 6.3.35

SA027

body mass

mass of a whole body - see ISO 10303-104:2000 - 6.3.26

SA028

body mass centroid offset

offset of the mass centroid of a whole body from the reference point for the whole body - see ISO 10303-104:2000 - 6.3.38

SA029

body position

position of the reference point for a whole body - see ISO 10303-104:2000 - 6.3.35

SA030

body second moment of mass

second moment of mass of the body evaluated about the mass centroid - see ISO 10303-104:2000 - 6.3.43

SA031

body strain energy

strain energy absorbed by a whole body - see ISO 10303-104:2000 - 6.3.26

SA032

body volume

volume of a whole body - see ISO 10303-104:2000 - 6.3.26

SA033

point applied force per unit volume

force per unit volume applied to the matter at a point - see ISO 10303-104:2000 - 6.3.35

SA034

point applied moment per unit volume

moment per unit volume applied to the matter at a point - see ISO 10303-104:2000 - 6.3.35

SA035

point acceleration

acceleration of the matter at a point - see ISO 10303-104:2000 - 6.3.35

SA036

point displacement

displacement of the matter at a point from its reference position - see ISO 10303-104:2000 - 6.3.35

SA037

point elasticity

elasticity of the matter at a point - see ISO 10303-104:2000 - 5.12.5

SA038

point infinitesimal rotation

infinitesimal rotation of the matter at a point - see ISO 10303-104:2000 - 6.3.35

SA039

point mass density

mass density of the matter at a point - see ISO 10303-104:2000 - 5.12.6

SA040

point moisture content

moisture content of the matter at a point - see ISO 10303-104:2000 - 6.3.23

SA041

point position

position of a point - see ISO 10303-104:2000 - 6.3.35

SA042

point secant coefficient of linear thermal expansion

change in strain in the matter at a point caused by a change of temperature from a reference value - see ISO 10303-104:2000 - 5.12.9

SA043

point strain energy per unit volume

strain energy per unit volume in the matter at a point - see ISO 10303-104:2000 - 6.3.23

SA044

point temperature

temperature of the matter at a point - see ISO 10303-104:2000 - 6.3.23

SA045

point tangential coefficient of linear moisture absorption expansion

change in strain in the matter at a point caused by a small change of moisture content - see ISO 10303-104:2000 - 5.12.10

SA046

point total strain per unit volume

total strain per unit volume in the matter at a point - see ISO 10303-104:2000 - 6.3.42

SA047

shell applied force per unit area

applied force per unit area acting at a point on a shell - see ISO 10303-104:2000 - 6.3.34

SA048

shell applied moment per unit area

applied moment per unit area acting at a point on a shell - see ISO 10303-104:2000 - 6.3.34

SA049

shell bending moment

bending moment per unit length at a point on a shell - see ISO 10303-104:2000 - 6.3.40

SA050

shell bending stiffness

bending stiffness at a point on the shell - see ISO 10303-104:2000 - 5.12.12

SA051

shell bending thickness

bending thickness at a point on the shell - see ISO 10303-104:2000 - 5.13.8

SA052

shell curvature

curvature at a point on a shell - see ISO 10303-104:2000 - 6.3.40

SA053

shell displacement

displacement of the reference surface at a point on a shell - see ISO 10303-104:2000 - 6.3.35

SA054

shell infinitesimal rotation

average of rotation of the normal fibre at a point on the shell - see ISO 10303-104:2000 - 6.3.35

SA055

shell mass per unit area

mass per unit area at a point on the shell - see ISO 10303-104:2000 - 5.12.6

SA056

shell membrane bending coupling stiffness

membrane bending coupling stiffness at a point on the shell - see ISO 10303-104:2000 - 5.12.13

SA057

shell membrane stiffness

membrane stiffness at a point on the shell - see ISO 10303-104:2000 - 5.12.11

SA058

shell membrane thickness

membrane thickness at a point on the shell - see ISO 10303-104:2000 - 5.13.8

SA059

shell out of plane shear force per unit length

out of plane shear force per unit length at a point on a shell - see ISO 10303-104:2000 - 6.3.31

SA060

shell out of plane shear strain

out of plane shear strain at a point on a shell - see ISO 10303-104:2000 - 6.3.31

SA061

shell position

position of the reference surface at a point on a shell - see ISO 10303-104:2000 - 6.3.35

SA062

shell shear stiffness

shear stiffness at a point on the shell - see ISO 10303-104:2000 - 5.12.14

SA063

shell thermal gradient

average temperature gradient along the normal fibre at a point on a shell - see ISO 10303-104:2000 - 6.3.22

SA064

shell thickness

length from surface to surface of the normal fibre at a point on a shell - see ISO 10303-104:2000 - 6.3.22 and 5.13.8

SA065

shell membrane force

membrane force per unit length at a point on a shell - see ISO 10303-104:2000 - 6.3.40

SA066

shell membrane strain

membrane strain at a point on a shell - see ISO 10303-104:2000 - 6.3.40

SA067

shell neutral surface offset

offset of the neutral surface for simple bending from the reference plane of the shell at a point on a shell - see ISO 10303-104:2000 - 5.13.7

SA068

surface applied force per unit area

applied force per unit area at a point on a surface of a body - see ISO 10303-104:2000 - 6.3.37

SA069

surface applied moment per unit area

applied moment per unit area at a point on a surface of a body - see ISO 10303-104:2000 - 6.3.37

SA070

surface pressure

applied normal force per unit area at a point on a surface of a body - see ISO 10303-104:2000 - 6.3.25

These standard instances of class are identified using the methodology of IEC 61360, where:

EXPRESS specification:

*)
ENTITY Property_space_for_structural_analysis
  SUBTYPE OF (Property_space);
  code :  STRING;
  supplier :  STRING;
UNIQUE
  single_instance_of_class :  code, supplier; 
WHERE
  valid_standard_class :
   IF (supplier = 'ISO/PDTS 10303-1078') THEN
        code IN code_generator ('SA', 70, 3);
    ELSE
      TRUE;
    END_IF;
END_ENTITY;
(*

Attribute definitions:

code: the text string that identifies the Property_space_for_structural_analysis.

supplier: the text string that identifies the supplier of the Property_space_for_structural_analysis.

Formal proposition:

single_instance_of_class: There shall not be more than one instance of Property_space_for_structural_analysis with the same meaning.

valid_standard_class: If the supplier is 'ISO/PDTS 10303-1078', then the code shall be one those listed in Table 1.