김경종
226 lines
19 KiB
Markdown
226 lines
19 KiB
Markdown
<!-- source-page: 831 -->
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<table><tr><td>Record key</td><td>Record type</td><td>Attributes</td></tr><tr><td></td><td></td><td>3. Etc. (See Part VI, “Elements,” for a definition of the number and the type of the components for the element type.)</td></tr><tr><td> $423^{(E)}$ </td><td>Local cracking stressesOutput variable: CKLS</td><td>1. First stress component in local crack directions.2. Second stress component in local crack directions.3. Etc. (See Part VI, “Elements,” for a definition of the number and the type of the components for the element type.)</td></tr><tr><td> $424^{(E)}$ </td><td>Status of cracksOutput variable: CKSTAT</td><td>1. Status of first crack (if a 1D, 2D, or 3D analysis). CKSTAT can have the following values: 0.0=uncracked, 1.0=closed crack, 2.0=actively cracking, 3.0=crack closing/reopening.2. Status of second crack (if a 2D or 3D analysis).3. Status of third crack (if a 3D analysis).</td></tr><tr><td> $441^{(E)}$ </td><td>Cracking strain magnitudeOutput variable: CKEMAG</td><td>1. Magnitude of cracking strain.</td></tr></table>
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Records for inelastic nonlinear response in a beam general section
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<table><tr><td> $42^{(S)}$ </td><td>Plastic strain componentsOutput variable: SPE</td><td>1. Axial plastic strain.2. Curvature change about the local 1-axis.3. Curvature change about the local 2-axis (available only for 3D beams).4. Twist of the beam (available only for 3D beams).</td></tr><tr><td> $47^{(S)}$ </td><td>Equivalent plastic strainsOutput variable: SEPE</td><td>1. Axial equivalent plastic strain.2. Curvature change about the local 1-axis.3. Curvature change about the local 2-axis (available only for 3D beams).4. Twist of the beam (available only for 3D beams).</td></tr></table>
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Records for elastic-plastic response in frame elements
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<table><tr><td>462(S)</td><td>Elastic section strain componentsOutput variable: SEE</td><td>1. Elastic axial strain.2. Elastic curvature change about the local 1-axis.3. Elastic curvature change about the local 2-axis (available only for 3D frame elements).4. Elastic twist of the beam (available only for 3D frame elements).</td></tr></table>
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# Record Record type key
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463(S) Plastic displacements at frame element’s ends Output variable: SEP
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464(S) Generalized backstress components Output variable: SALPHA
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# Attributes
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1. Plastic axial displacement.
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2. Plastic rotation about the local 1-axis.
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3. Plastic rotation about the local 2-axis (available only for 3D frame elements).
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4. Plastic rotation about the element axis (available only for 3D frame elements).
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5. Actively yielding flag (yes or no, A8 format) for frame element’s end sections.
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6. Buckling flag (yes, no, or na; A8 format) for frame element’s end sections.
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1. Axial backstress component.
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2. Bending backstress about the local 1-axis.
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3. Bending backstress about the local 2-axis (available only for 3D frame elements).
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4. Twist backstress of the beam (available only for 3D frame elements).
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# Records for connector elements
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495 Connector total force Output variable: CTF
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496 Connector elastic force Output variable: CEF
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497 Connector viscous force Output variable: CVF
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498 Connector friction force Output variable: CSF
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499 Connector lock and connector stop status flags Output variable: CSLST
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500 Connector reaction force Output variable: CRF
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1. First component of total force.
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2. Second component of total force.
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3. Etc.
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1. First component of elastic force.
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2. Second component of elastic force.
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3. Etc.
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1. First component of viscous force.
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2. Second component of viscous force.
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3. Etc.
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1. First component of friction force.
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2. Second component of friction force.
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3. Etc.
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1. Flag in the 1-direction.
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2. Flag in the 2-direction.
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3. Etc.
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1. First component of reaction force.
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2. Second component of reaction force.
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3. Etc.
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<table><tr><td>Record key</td><td>Record type</td><td>Attributes</td></tr><tr><td>501</td><td>Connector concentrated forceOutput variable: CCF</td><td>1. First component of concentrated force.2. Second component of concentrated force.3. Etc.</td></tr><tr><td>502</td><td>Connector relative positionOutput variable: CP</td><td>1. First component of relative position.2. Second component of relative position.3. Etc.</td></tr><tr><td>503</td><td>Connector relative displacementOutput variable: CU</td><td>1. First component of relative displacement.2. Second component of relative displacement.3. Etc.</td></tr><tr><td>504</td><td>Connector constitutive displacementOutput variable: CCU</td><td>1. First component of constitutive displacement.2. Second component of constitutive displacement.3. Etc.</td></tr><tr><td>505</td><td>Connector relative velocityOutput variable: CV</td><td>1. First component of relative velocity.2. Second component of relative velocity.3. Etc.</td></tr><tr><td>506</td><td>Connector relative accelerationOutput variable: CA</td><td>1. First component of relative acceleration.2. Second component of relative acceleration.3. Etc.</td></tr><tr><td> $507^{(E)}$ </td><td>Connector failure status flagsOutput variable: CFAILST</td><td>1. Flag in the 1-direction.2. Flag in the 2-direction.3. Etc.</td></tr><tr><td>542</td><td>Connector friction-generating contact forceOutput variable: CNF</td><td>1. First component of friction-generating force.2. Second component of friction-generating force.3. Etc.</td></tr><tr><td>546</td><td>Connector relative velocity in the direction of instantaneous slipOutput variable: CIVC</td><td>1. Relative velocity in the direction of instantaneous slip.</td></tr><tr><td>548</td><td>Accumulated frictional slipOutput variable: CASU</td><td>1. First component of accumulated frictional slip.2. Second component of accumulated frictional slip.3. Etc.</td></tr><tr><td>556</td><td>Connector elastic displacementOutput variable: CUE</td><td>1. First component of elastic displacement.2. Second component of elastic displacement.3. Etc.</td></tr></table>
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<!-- source-page: 834 -->
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<table><tr><td>Record key</td><td>Record type</td><td>Attributes</td></tr><tr><td>557</td><td>Connector plastic relative displacementOutput variable: CUP</td><td>1. First component of plastic relative displacement.2. Second component of plastic relative displacement.3. Etc.</td></tr><tr><td>558</td><td>Connector equivalent plastic relative displacementOutput variable: CUPEQ</td><td>1. First component of equivalent plastic relative displacement.2. Second component of equivalent plastic relative displacement.3. Etc.</td></tr><tr><td> $559^{(E)}$ </td><td>Connector overall damage variableOutput variable: CDMG</td><td>1. First component of overall damage variable.2. Second component of overall damage variable.3. Etc.</td></tr><tr><td> $560^{(E)}$ </td><td>Connector force-based damage initiation criterionOutput variable: CDIF</td><td>1. First component of connector force-based damage initiation criterion.2. Second component of connector force-based damage initiation criterion.3. Etc.</td></tr><tr><td> $561^{(E)}$ </td><td>Connector motion-based damage initiation criterionOutput variable: CDIM</td><td>1. First component of connector motion-based damage initiation criterion.2. Second component of connector motion-based damage initiation criterion.3. Etc.</td></tr><tr><td> $562^{(E)}$ </td><td>Connector plastic motion-based damage initiation criterionOutput variable: CDIP</td><td>1. First component of connector plastic motion-based damage initiation criterion.2. Second component of connector plastic motion-based damage initiation criterion.3. Etc.</td></tr><tr><td>563</td><td>Connector kinematic hardening shift forceOutput variable: CALPHAF</td><td>1. First component of connector kinematic hardening shift force.2. Second component of connector kinematic hardening shift force.3. Etc.</td></tr></table>
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Record for plane stress orthotropic failure measures
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<table><tr><td rowspan="3">44(S)</td><td>Failure measures</td><td>1. Maximum stress theory.</td></tr><tr><td rowspan="2">Output variable: CFAILURE</td><td>2. Tsai-Hill theory.</td></tr><tr><td>3. Tsai-Wu theory.</td></tr></table>
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<!-- source-page: 835 -->
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# Record Record type key
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# Attributes
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4. Azzi-Tsai-Hill theory.
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5. Maximum strain theory.
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# Record for equivalent plastic strain components for cap plasticity
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45 Equivalent plastic strain components Output variable: PEQC
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1. Equivalent plastic strain for Drucker-Prager failure surface.
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2. Actively yielding flag (yes or no, A8 format) for Drucker-Prager failure surface.
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3. Equivalent plastic strain for cap surface.
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4. Actively yielding flag (yes or no, A8 format) for cap surface.
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5. Equivalent plastic strain for transition surface.
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6. Actively yielding flag (yes or no, A8 format) for transition surface.
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7. Total volumetric inelastic strain.
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8. Actively yielding flag (yes or no, A8 format).
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# Record for equivalent plastic strain components for jointed materials
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45(S) Equivalent plastic strain components Output variable: PEQC
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1. Equivalent plastic strain for joint 1.
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2. Actively yielding flag (yes or no, A8 format) for joint 1.
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3. Equivalent plastic strain for joint 2.
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4. Actively yielding flag (yes or no, A8 format) for joint 2.
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5. Equivalent plastic strain for joint 3.
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6. Actively yielding flag (yes or no, A8 format) for joint 3.
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7. Equivalent plastic strain for bulk material.
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8. Actively yielding flag (yes or no, A8 format) for bulk material.
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# Record for equivalent plastic strain in uniaxial tension for cast iron plasticity
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473(S) Equivalent plastic strain in uniaxial tension Output variable: PEEQT
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1. Equivalent plastic strain in uniaxial tension for cast iron plasticity model.
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2. Actively yielding flag (yes or no, A8 format).
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# Records for two-layer viscoplasticity
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22(S) Plastic strains in the elasticplastic network Output variable: PE
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1. First plastic strain component.
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2. Second plastic strain component.
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# Record Record type key
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# Attributes
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3. Etc.; followed by the equivalent plastic strain, actively yielding flag (yes or no, A8 format), and magnitude of plastic strain. (See Part VI, “Elements,” for a definition of the components for a given element type.)
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524(S) Stresses in the elastic-viscous network Output variable: VS
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1. First stress component. 2. Second stress component. 3. Etc. (See the element description in Part VI, “Elements,” for a definition of the number and type of the components for the element type.)
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525(S) Stresses in the elastic-plastic network Output variable: PS
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1. First stress component. 2. Second stress component. 3. Etc. (See the element description in Part VI, “Elements,” for a definition of the number and type of the components for the element type.)
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526(S) Viscous strains in the elasticviscous network Output variable: VE
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1. First viscous strain component. 2. Second viscous strain component. 3. Etc.; followed by the equivalent viscous strain.
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# Record for elements with electric potential degrees of freedom
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50(S) Electrical potential gradients Output variable: EPG
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1. Magnitude. 2. First potential gradient. 3. Etc. (See the element description in Part VI, “Elements,” for a definition of the number and type of the components for the element type.)
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# Records for rebar quantities
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442 Force in rebar Output variable: RBFOR
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1. Magnitude. 1. Angle in degrees between the reinforcing and the user-specified isoparametric direction. Available only for membrane, shell, and surface elements. 1. Change in angle in degrees between the reinforcing and the user-specified isoparametric direction. Available only for membrane, shell, and surface elements.
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443 Rebar angle Output variable: RBANG
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444 Change in rebar angle Output variable: RBROT
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<!-- source-page: 837 -->
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Record Record type Attributes key
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Record for forced convection/diffusion heat transfer elements
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<table><tr><td rowspan="2">445 $^{(S)}$ </td><td>Mass flow rates</td><td>1. First mass flow rate.</td></tr><tr><td>Output variable: MFR</td><td>2. Etc.</td></tr></table>
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Records for piezoelectric materials
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<table><tr><td> $46^{(S)}$ </td><td>Magnitudes and phases of potential gradients (linear dynamics only)Output variable: PHEPG</td><td>1. Magnitude of first electrical potential gradient.2. Magnitude of second electrical potential gradient.3. Etc. (See the element description in Part VI, “Elements,” for a definition of the number and type of the components for the element type.)4. Phase angle of first electrical potential gradient.5. Phase angle of second electrical potential gradient.6. Etc.</td></tr><tr><td> $49^{(S)}$ </td><td>Magnitudes and phases of electrical charge fluxes (linear dynamics only)Output variable: PHEFL</td><td>1. Magnitude of first charge flux.2. Magnitude of second charge flux.3. Etc. (See the element description in Part VI, “Elements,” for a definition of the number and type of the components for the element type.)4. Phase angle of first charge flux.5. Phase angle of second charge flux.6. Etc.</td></tr><tr><td> $51^{(S)}$ </td><td>Electrical charge fluxesOutput variable: EFLX</td><td>1. Magnitude.2. First charge flux.3. Etc. (See the element description in Part VI, “Elements,” for a definition of the number and type of the components for the element type.)</td></tr><tr><td> $60^{(S)}$ </td><td>Distributed electrical chargesOutput variable: CHRGS</td><td>1. Charge type.2. Magnitude.</td></tr></table>
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Records for coupled thermal-electric elements
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<table><tr><td>425(S)</td><td>Electrical current densityOutput variable: ECD</td><td>1. Magnitude.2. First current density.3. Etc. (See the element description in Part VI, “Elements,” for a definition of the number and type of the components for the element type.)</td></tr></table>
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<!-- source-page: 838 -->
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<table><tr><td>Record key</td><td>Record type</td><td>Attributes</td></tr><tr><td> $426^{(S)}$ </td><td>Distributed electrical current densityOutput variable: ECURS</td><td>1. Electrical current type.2. Magnitude.</td></tr><tr><td> $427^{(S)}$ </td><td>Nodal current due to electric conductionOutput variable: NCURS</td><td>1. Node number.2. Magnitude.</td></tr><tr><td colspan="3">Records for cohesive elements</td></tr><tr><td> $252^{(S)}$ </td><td>All active components of the damage initiation criteriaOutput variable: DMICRT</td><td>1. MAXSCRT, maximum nominal stress damage initiation criterion.2. MAXECRT, maximum nominal strain damage initiation criterion.3. QUADSCRT, quadratic nominal stress damage initiation criterion.4. QUADECRT, quadratic nominal strain damage initiation criterion.</td></tr><tr><td> $235^{(S)}$ </td><td>Overall scalar stiffness degradationOutput variable: SDEG</td><td>1. Magnitude.</td></tr><tr><td> $61^{(S)}$ </td><td>Element statusOutput variable: STATUS</td><td>1. Status of the element (the status of an element is 1.0 if the element is active, 0.0 if the element is not).</td></tr></table>
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# Records for equivalent rigid body variables in direct-integration implicit dynamic analyses
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Records 52–59 provide values summed over an element set. These variables are available only in directintegration implicit dynamic analyses (see “Implicit dynamic analysis using direct integration,” Section 6.3.2).
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<table><tr><td>52(S)</td><td>Current coordinates of center of massOutput variable: XC</td><td>1. Coordinate 1.2. Coordinate 2.3. Etc. (The number of components depends upon the overall dimensionality of the element set.)</td></tr><tr><td>53(S)</td><td>Displacement of the center of massOutput variable: UC</td><td>1. Displacement 1.2. Displacement 2.3. Etc. (The number of components depends upon the overall dimensionality of the element set.)</td></tr><tr><td>54(S)</td><td>Equivalent rigid body velocityOutput variable: VC</td><td>1. Component 1.2. Component 2.3. Etc. (The number of components depends upon the overall dimensionality of the element set.)</td></tr></table>
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<!-- source-page: 839 -->
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<table><tr><td>Record key</td><td>Record type</td><td>Attributes</td></tr><tr><td> $55^{(S)}$ </td><td>Angular momentum about center of massOutput variable: HC</td><td>1. Component 1.2. Component 2.3. Etc. (The number of components depends upon the overall dimensionality of the element set.)</td></tr><tr><td> $56^{(S)}$ </td><td>Angular momentum about originOutput variable: HO</td><td>1. Component 1.2. Component 2.3. Etc. (The number of components depends upon the overall dimensionality of the element set.)</td></tr><tr><td> $57^{(S)}$ </td><td>Rotary inertia about the originOutput variable: RI</td><td>1. Component 11.2. Component 22.3. Etc. (The number of components depends upon the overall dimensionality of the element set.)</td></tr><tr><td> $58^{(S)}$ </td><td>Current mass of element setOutput variable: MASS</td><td>1. Mass.</td></tr><tr><td> $59^{(S)}$ </td><td>Current volume of element setOutput variable: VOL</td><td>1. Volume. (Only available for continuum and structural elements not using general beam or shell section definitions.)</td></tr></table>
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Record for transverse shear stress in thick shell elements such as S3R, S4R, S8R, and S8RT
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<table><tr><td>48</td><td>Transverse shear stresses in 13 and 23 planesOutput variable: TSHR</td><td>1. Component 13.2. Component 23.</td></tr></table>
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Records for linear dynamics
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<table><tr><td>62(S)</td><td>Magnitude and phase angle of stress componentsOutput variable: PHS</td><td>1. Magnitude of first stress component.2. Magnitude of second stress component.3. Etc.4. Phase angle of first stress component.5. Phase angle of second stress component.6. Etc.</td></tr><tr><td>63(S)</td><td>RMS values of stress componentsOutput variable: RS</td><td>1. First component of stress.2. Second component of stress.3. Etc.</td></tr><tr><td>65(S)</td><td>Magnitude and phase angle of strain componentsOutput variable: PHE</td><td>1. Magnitude of first strain component.2. Magnitude of second strain component.3. Etc.4. Phase angle of first strain component.</td></tr></table>
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<!-- source-page: 840 -->
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# Record Record type key
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# Attributes
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5. Phase angle of second strain component.
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6. Etc.
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$6 6 ^ { ( \mathrm { S ) } }$ RMS values of strain components Output variable: RE
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1. First component of strain.
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2. Second component of strain.
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3. Etc.
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Records for connector elements (available only for linear dynamics)
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<table><tr><td> $508^{(S)}$ </td><td>Magnitude and phase angle of connector total forcesOutput variable: PHCTF</td><td>1. Magnitude of the first component.2. Magnitude of the second component.3. Etc.4. Phase angle of the first component.5. Phase angle of the second component.6. Etc.</td></tr><tr><td> $509^{(S)}$ </td><td>Magnitude and phase angle of connector elastic forcesOutput variable: PHCEF</td><td>1. Magnitude of the first component.2. Magnitude of the second component.3. Etc.4. Phase angle of the first component.5. Phase angle of the second component.6. Etc.</td></tr><tr><td> $510^{(S)}$ </td><td>Magnitude and phase angle of connector viscous forcesOutput variable: PHCVF</td><td>1. Magnitude of the first component.2. Magnitude of the second component.3. Etc.4. Phase angle of the first component.5. Phase angle of the second component.6. Etc.</td></tr><tr><td> $511^{(S)}$ </td><td>Magnitude and phase angle of connector reaction forcesOutput variable: PHCRF</td><td>1. Magnitude of the first component.2. Magnitude of the second component.3. Etc.4. Phase angle of the first component.5. Phase angle of the second component.6. Etc.</td></tr><tr><td> $520^{(S)}$ </td><td>Magnitude and phase angle of connector friction forcesOutput variable: PHCSF</td><td>1. Magnitude of the first component.2. Magnitude of the second component.3. Etc.4. Phase angle of the first component.5. Phase angle of the second component.6. Etc.</td></tr></table>
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