1、1 INTERNATIONAL STANDARD ISO 10303-104:2000 TECHNICAL CORRIGENDUM 2 Published 2014- 07-01 INTERNATIONAL ORGANIZATION FOR STANDARDIZATION ORGANISATION INTERNATIONALE DE NORMALISATION Industrial automation systems and integration Product data representation and exchange Part 104: Integrated generic re
2、source: Finite element analysis TECHNICAL CORRIGENDUM 2 Systmes d automatisation industrielle et intgration Reprsentation et change de donnes de produits - Partie 104 Ressources gnriques intgres: Analyse par elements finis RECTIFICATIF TECHNIQUE 2 Technical Corrigendum 2 to International Standard IS
3、O 10303-104:2000 was prepared by Technical Committee ISO/TC 184, Automation systems and integration, Subcommittee SC 4, Industrial data. The purpose of the modifications to the text of ISO 10303-104:2000 is to correct a scoping issue in the FUNCTION required jd_nodes and the FUNCTION required_3d_nod
4、es. In addition, the FUNCTION variable_value_type is corrected to return the correct value for a surface _tensor2 _ 2d _variable. ICS 25.040.40 Ref. No. ISO 10303-104:2000/Cor.2:2014(E) ISO 2014 All rights reserved Published in Switzerland Modifications to the text of ISO 10303-104:2000 Page 208, 5.
5、15.3 required_2d_nodes Fully qualify the references to “triangle” and “quadrilateral” in IF statements to avoid namespace clashes. Remove the current EXPRESS definition and replace with: EXPRESS specification: *) FUNCTION required_2d_nodes (node_list: LIST 1:? OF node_representation; element_shape:
6、element_2d_shape; order: element_order) : BOOLEAN; LOCAL vertex_nodes : INTEGER; edge_nodes : INTEGER; edge_face_body_nodes : INTEGER; END_LOCAL; IF (element_shape = element_2d_shape.triangle) THEN vertex_nodes := 3; IF (order = linear_order) THEN edge_nodes := 0; edge_face_body_nodes := 0; END_IF;
7、IF (order = quadratic_order) THEN edge_nodes := 3; edge_face_body_nodes := 3; END_IF; IF (order = cubic_order) THEN edge_nodes := 6; edge_face_body_nodes := 7; END_IF; END_IF; IF (element_shape = element_2d_shape.quadrilateral) THEN vertex_nodes := 4; IF (order = linear_order) THEN edge_nodes := 0;
8、edge_face_body_nodes := 0; END_IF; IF (order = quadratic_order) THEN edge_nodes := 4; edge_face_body_nodes := 5; END_IF; IF (order = cubic_order) THEN edge_nodes := 8; edge_face_body_nodes := 12; END_IF; END_IF; RETURN (SIZEOF (node_list) = vertex_nodes + edge_nodes) OR (SIZEOF (node_list) = vertex_
9、nodes + edge_face_body_nodes); END_FUNCTION; (* Page 210, 5.15.3 required_3d_nodes Fully qualify the references to “hexahedron”, “wedge”, “tetrahedron”, and “pyramid” in IF statements to avoid namespace clashes. Remove the current EXPRESS definition and replace with: EXPRESS specification: *) FUNCTI
10、ON required_3d_nodes (node_list: LIST 1:? OF node_representation; element_shape: volume_3d_element_shape; order: element_order) : BOOLEAN; LOCAL vertex_nodes : INTEGER; edge_nodes : INTEGER; edge_face_body_nodes : INTEGER; END_LOCAL; IF (element_shape = volume_3d_element_shape.hexahedron) THEN verte
11、x_nodes := 8; IF (order = linear_order) THEN edge_nodes := 0; edge_face_body_nodes := 0; END_IF; IF (order = quadratic_order) THEN edge_nodes := 12; edge_face_body_nodes := 19; END_IF; IF (order = cubic_order) THEN edge_nodes := 24; edge_face_body_nodes := 56; END_IF; END_IF; IF (element_shape = vol
12、ume_3d_element_shape.wedge) THEN vertex_nodes := 6; IF (order = linear_order) THEN edge_nodes := 0; edge_face_body_nodes := 0; END_IF; IF (order = quadratic_order) THEN edge_nodes := 9; edge_face_body_nodes := 12; END_IF; IF (order = cubic_order) THEN edge_nodes := 18; edge_face_body_nodes := 34; EN
13、D_IF; END_IF; IF (element_shape = volume_3d_element_shape.tetrahedron) THEN vertex_nodes := 4; IF (order = linear_order) THEN edge_nodes := 0; edge_face_body_nodes := 0; END_IF; IF (order = quadratic_order) THEN edge_nodes := 6; edge_face_body_nodes := 6; END_IF; IF (order = cubic_order) THEN edge_n
14、odes := 12; edge_face_body_nodes := 16; END_IF; END_IF; IF (element_shape = volume_3d_element_shape.pyramid) THEN vertex_nodes := 5; IF (order = linear_order) THEN edge_nodes := 0; edge_face_body_nodes := 0; END_IF; IF (order = quadratic_order) THEN edge_nodes := 8; edge_face_body_nodes := 9; END_IF
15、; IF (order = cubic_order) THEN edge_nodes := 16; edge_face_body_nodes := 25; END_IF; END_IF; RETURN (SIZEOF (node_list) = vertex_nodes + edge_nodes) OR (SIZEOF (node_list) = vertex_nodes + edge_face_body_nodes); END_FUNCTION; (* Page 394, 6.835 variable_value_type Change the return value of SURFACE
16、_TENSOR2_2D_VARIABLE and APPLICATION_DEFINED_TENSOR2_2D_VARIABLE to be SYMMETRIC_TENSOR2_2D instead of SYMMETRIC_TENSOR2_3D. Remove the current EXPRESS definition and replace with: EXPRESS specification: *) FUNCTION variable_value_type (variable : GENERIC) : STRING; LOCAL svt : STRING; feacr : STRIN
17、G; variable_typeof : SET 1:? OF STRING; END_LOCAL; svt := FEA_SCALAR_VECTOR_TENSOR_SCHEMA.; feacr := FINITE_ELEMENT_ANALYSIS_CONTROL_AND_RESULT_SCHEMA.; variable_typeof := TYPEOF (variable); IF SIZEOF (feacr + CURVE_SCALAR_VARIABLE), (feacr + SURFACE_SCALAR_VARIABLE), (feacr + VOLUME_SCALAR_VARIABLE
18、), (feacr + BOUNDARY_CURVE_SCALAR_VARIABLE), (feacr + BOUNDARY_SURFACE_SCALAR_VARIABLE), (feacr + AGGREGATED_SCALAR_VARIABLE), (feacr + VOLUME_ANGULAR_VARIABLE), (feacr + AGGREGATED_ANGULAR_VARIABLE), (feacr + APPLICATION_DEFINED_SCALAR_VARIABLE) * variable_typeof ) = 1 THEN RETURN (svt + SCALAR); E
19、ND_IF; IF SIZEOF (feacr + CURVE_VECTOR_2D_VARIABLE), (feacr + SURFACE_VECTOR_2D_VARIABLE), (feacr + APPLICATION_DEFINED_VECTOR_2D_VARIABLE) * variable_typeof ) = 1 THEN RETURN (svt + TENSOR1_2D); END_IF; IF SIZEOF (feacr + CURVE_VECTOR_3D_VARIABLE), (feacr + SURFACE_VECTOR_3D_VARIABLE), (feacr + VOL
20、UME_VECTOR_3D_VARIABLE), (feacr + BOUNDARY_CURVE_VECTOR_3D_VARIABLE), (feacr + BOUNDARY_SURFACE_VECTOR_3D_VARIABLE), (feacr + AGGREGATED_VECTOR_3D_VARIABLE), (feacr + APPLICATION_DEFINED_VECTOR_3D_VARIABLE) * variable_typeof ) = 1 THEN RETURN (svt + TENSOR1_3D); END_IF; IF SIZEOF (feacr + SURFACE_TE
21、NSOR2_2D_VARIABLE), (feacr + APPLICATION_DEFINED_TENSOR2_2D_VARIABLE) * variable_typeof ) = 1 THEN RETURN (svt + SYMMETRIC_TENSOR2_2D); END_IF; IF SIZEOF (feacr + VOLUME_TENSOR2_3D_VARIABLE), (feacr + AGGREGATED_TENSOR2_3D_VARIABLE), (feacr + APPLICATION_DEFINED_TENSOR2_3D_VARIABLE) * variable_typeo
22、f ) = 1 THEN RETURN (svt + SYMMETRIC_TENSOR2_3D); END_IF; RETURN (NO_MATCH); END_FUNCTION; (* Page 430, Annex B With the changes identified in this Technical Corrigendum the document identifiers and the schema information object identifiers have changed. Delete the contents of clause B.1 and replace
23、 with the following text: B.1 Document identification To provide for unambiguous identification of an information object in an open system, the object identifier iso standard 10303 part(104) version(3) is assigned to this part of ISO 10303. The meaning of this value is defined in ISO/IEC 8824-1, and
24、 is described in ISO 10303-1. B.2 Schema identification B.2.1 structural_response_definition_schema identification To provide for unambiguous identification of the structural-response-definition-schema in an open infor- mation system, the object identifier iso standard 10303 part(104) version(3) obj
25、ect(1)structural-response-definition-schema(1) is assigned to the structural_response_definition_schema (see clause 4). The meaning of this value is defined in ISO/IEC 8824-1, and is described in ISO 10303-1. B.2.2 structural_response_representation_schema identification To provide for unambiguous i
26、dentification of the structural-response-representation-schema in an open information system, the object identifier iso standard 10303 part(104) version(3) object(1)structural-response-representation-schema(2) is assigned to the structural_response_representation_schema (see clause 5). The meaning o
27、f this value is defined in ISO/IEC 8824-1, and is described in ISO 10303-1. B.2.3 finite_element_analysis_control_and_result_schema identification To provide for unambiguous identification of the finite-element-analysis-control-and-result-schema in an open information system, the object identifier i
28、so standard 10303 part(104) version(3) object(1)finite-element-analysis-control-and-result- schema(3) is assigned to the finite_element_analysis_control_and_result_schema (see clause 6). The meaning of this value is defined in ISO/IEC 8824-1, and is described in ISO 10303-1. B.2.4 fea_scalar_vector_
29、tensor_schema identification To provide for unambiguous identification of the fea-scalar-vector-tensor-schema in an open information system, the object identifier iso standard 10303 part(104) version(3) object(1)fea-scalar-vector-tensor-schema(4) is assigned to the fea_scalar_vector_tensor_schema (see clause 7). The meaning of this value is defined in ISO/IEC 8824-1, and is described in ISO 10303-1.
