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Merge pull request #86 from Dlubal-Software/11783-Concrete_design_addon
11783 concrete design addon
2 parents 4cbd0e8 + a4a033e commit f1b4ebe

23 files changed

Lines changed: 7411 additions & 92 deletions

‎PowerShellScripts/CopyFilesToRFEMLocation.ps1‎

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Write-Output "Copying done"
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$PathToRFEMExe = $PathToRFEM + "\\bin\\"
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$AppExe = ".\RFEM6.exe"
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$AppExe = ".\RFEM6.exe"
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# $AppExe = ".\RSTAB9.exe"
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# $AppExe = ".\RSECTION.exe"
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$ArgumentsList = "--prerelease-mode --dev-mode --dbg-solver --DEV-branch-name-in-title"

‎examples/high_level_functions_demos/addon_concrete_design.js‎

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‎examples/high_level_functions_demos/addon_concrete_design.xml‎

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<?xml version="1.0" encoding="UTF-8" ?>
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<script>
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<arguments>
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<argument argument-name="standard_index" default-value="0" label-name="Current index of standard for concrete design (0: EN, 1: ACI, 2: CSA, 3: SP, 4: NTC)"/>
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</arguments>
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</script>

‎examples/high_level_functions_demos/basic_objects_demo.js‎

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surface.Membrane(undefined, linesForSurfaces[4][0], 1, "With default plane geometry type");
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surface.WithoutMembraneTension(undefined, linesForSurfaces[5][0], 1, "With default plane geometry type");
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var surfaceLoadTransfer = new Surface();
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surfaceLoadTransfer.LoadTransfer(undefined, linesForSurfaces[6][0], "DIRECTION_IN_Y", "Uniform", "With default plane geometry type");
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surfaceLoadTransfer.LoadTransfer(undefined, linesForSurfaces[6][0], "DIRECTION_IN_Y", "UNIFORM", "With default plane geometry type");
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// Load transfer surface options
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surfaceLoadTransfer.RemoveInfluenceFrom(undefined, undefined, [13, 14, 15, 16], undefined, [189,190,199,200]); // with lines and nodes defined
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surfaceLoadTransfer.SurfaceWeight(2000);

‎includes/AddOns/ConcreteDesign/ConcreteDesignSupport.js‎

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‎includes/AddOns/ConcreteDesign/ServiceabilityConfigurationACI.js‎

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include("../../Tools/high_level_functions_support.js");
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function ConcreteDesignServiceabilityConfigurationACI (no,
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surfaces_no,
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members_no,
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comment,
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params) {
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this.addon = createBaseConcreteDesignConfiguration(CONCRETE_DESIGN.concrete_design_sls_configurations, no, surfaces_no, members_no, undefined, comment, params);
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}
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/**
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* @returns Serviceability Configuration index
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*/
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ConcreteDesignServiceabilityConfigurationACI.prototype.GetNo = function () {
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return this.addon.no;
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};
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/**
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* @returns Serviceability Configuration object
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*/
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ConcreteDesignServiceabilityConfigurationACI.prototype.GetUltimateConfiguration = function () {
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return this.addon;
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};
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/**
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* Sets Name
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* @param {String} name Serviceability configuration name, can be undefined
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*/
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ConcreteDesignServiceabilityConfigurationACI.prototype.SetName = function (name) {
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ASSERT(typeof name !== "undefined", "Name must be specified");
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this.addon.name = name;
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};
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/**
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* Sets Crack Analysis
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* @param {Boolean} property_design_without_direct_crack_width_calculation Design without direct crack width calculation, can be undefined (is not set, true as default)
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* @param {Boolean} property_calculation_of_maximum_member_spacing Calculation of maximum reinforcement spacing lim sl acc. to 24.3.2, can be undefined (is not set, true as default)
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* @param {Boolean} property_design_with_direct_crack_width_calculation Design with direct crack width calculation, can be undefined (is not set, true as default)
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* @param {Boolean} property_reasonable_crack_width Reasonable crack width acc. to ACI PRC-224-01, can be undefined (is not set, true as default)
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* @param {String} property_top_limit_values_of_crack_width Top (-z) limit values of crack width (01_USE_IN_WATER_RETAINING_STRUCTURES, 02_SEAWATER_AND_SEAWATER_SPRAY, 02_DEICING_CHEMICALS,
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* 03_HUMIDITY_MOIST_AIR_SOIL, 04_DRY_AIR_OR_PROTECTIVE_MEMBRANE), can be undefined (is not set, 03_HUMIDITY_MOIST_AIR_SOIL as default)
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* @param {String} property_bottom_limit_values_of_crack_width Bottom (+z) limit values of crack width (01_USE_IN_WATER_RETAINING_STRUCTURES, 02_SEAWATER_AND_SEAWATER_SPRAY, 02_DEICING_CHEMICALS,
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* 03_HUMIDITY_MOIST_AIR_SOIL, 04_DRY_AIR_OR_PROTECTIVE_MEMBRANE), can be undefined (is not set, 03_HUMIDITY_MOIST_AIR_SOIL as default)
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* @param {Boolean} property_user_defined_limit_values_of_crack_width User-defined limit values of crack width, can be undefined (is not set, false as default)
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* @param {Number} property_user_defined_top_limit_values_of_allowable_crack Limit values of allowable crack width (top), can be undefined (is not set, 0.3 mm as default)
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* @param {Number} property_user_defined_bottom_limit_values_of_allowable_crack Limit values of allowable crack width (bottom), can be undefined (is not set, 0.3 mm as default)
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* @param {Boolean} property_minimum_longitudinal_reinforcement_shrinkage_and_temperature Minimum longitudinal reinforcement due to shrinkage and temperature acc. to 24.4.3, can be undefined (is not set, true as default)
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* @param {Boolean} property_surface_top_reinforcement_direction_phi1 Top -z reinforcement direction - Reinforcement direction φ1, can be undefined (is not set, true as default)
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* @param {Boolean} property_surface_top_reinforcement_direction_phi2 Top -z reinforcement direction - Reinforcement direction φ2, can be undefined (is not set, true as default)
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* @param {Boolean} property_surface_bottom_reinforcement_direction_phi1 Bottom +z reinforcement direction - Reinforcement direction φ1, can be undefined (is not set, true as default)
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* @param {Boolean} property_surface_bottom_reinforcement_direction_phi2 Bottom +z reinforcement direction - Reinforcement direction φ2, can be undefined (is not set, true as default)
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*/
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ConcreteDesignServiceabilityConfigurationACI.prototype.SetCrackAnalysis = function (property_design_without_direct_crack_width_calculation,
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property_calculation_of_maximum_member_spacing,
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property_design_with_direct_crack_width_calculation,
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property_reasonable_crack_width,
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property_top_limit_values_of_crack_width,
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property_bottom_limit_values_of_crack_width,
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property_user_defined_limit_values_of_crack_width,
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property_user_defined_top_limit_values_of_allowable_crack,
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property_user_defined_bottom_limit_values_of_allowable_crack,
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property_minimum_longitudinal_reinforcement_shrinkage_and_temperature,
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property_surface_top_reinforcement_direction_phi1,
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property_surface_top_reinforcement_direction_phi2,
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property_surface_bottom_reinforcement_direction_phi1,
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property_surface_bottom_reinforcement_direction_phi2) {
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if (typeof property_design_without_direct_crack_width_calculation !== "undefined") {
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this.addon.settings_main_aci318.property_design_without_direct_crack_width_calculation = property_design_without_direct_crack_width_calculation;
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}
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if (typeof property_calculation_of_maximum_member_spacing !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_design_without_direct_crack_width_calculation, "Design without direct crack width calculation must be on");
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this.addon.settings_main_aci318.property_calculation_of_maximum_member_spacing = property_calculation_of_maximum_member_spacing;
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}
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if (typeof property_design_with_direct_crack_width_calculation !== "undefined") {
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this.addon.settings_main_aci318.property_design_with_direct_crack_width_calculation = property_design_with_direct_crack_width_calculation;
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}
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if (typeof property_reasonable_crack_width !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_design_with_direct_crack_width_calculation, "Design with direct crack width calculation must be on");
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this.addon.settings_main_aci318.property_reasonable_crack_width = property_reasonable_crack_width;
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}
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if (typeof property_top_limit_values_of_crack_width !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_reasonable_crack_width, "Reasonable crack width acc. to ACI PRC-224-01 must be set");
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this.addon.settings_main_aci318.property_top_limit_values_of_crack_width = GetConcreteDesignLimitCrackWidthValueType(property_top_limit_values_of_crack_width);
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}
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if (typeof property_bottom_limit_values_of_crack_width !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_reasonable_crack_width, "Reasonable crack width acc. to ACI PRC-224-01 must be set");
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this.addon.settings_main_aci318.property_bottom_limit_values_of_crack_width = GetConcreteDesignLimitCrackWidthValueType(property_bottom_limit_values_of_crack_width);
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}
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if (typeof property_user_defined_limit_values_of_crack_width !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_design_with_direct_crack_width_calculation, "Design with direct crack width calculation must be on");
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this.addon.settings_main_aci318.property_user_defined_limit_values_of_crack_width = property_user_defined_limit_values_of_crack_width;
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}
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if (typeof property_user_defined_top_limit_values_of_allowable_crack !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_user_defined_limit_values_of_crack_width, "User-defined limit values of crack width must be set");
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this.addon.settings_main_aci318.property_user_defined_top_limit_values_of_allowable_crack = property_user_defined_top_limit_values_of_allowable_crack;
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}
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if (typeof property_user_defined_bottom_limit_values_of_allowable_crack !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_user_defined_limit_values_of_crack_width, "User-defined limit values of crack width must be set");
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this.addon.settings_main_aci318.property_user_defined_bottom_limit_values_of_allowable_crack = property_user_defined_bottom_limit_values_of_allowable_crack;
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}
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if (typeof property_minimum_longitudinal_reinforcement_shrinkage_and_temperature !== "undefined") {
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this.addon.settings_main_aci318.property_minimum_longitudinal_reinforcement_shrinkage_and_temperature = property_minimum_longitudinal_reinforcement_shrinkage_and_temperature;
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}
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if (typeof property_surface_top_reinforcement_direction_phi1 !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_minimum_longitudinal_reinforcement_shrinkage_and_temperature, "Minimum longitudinal reinforcement due to shrinkage and temperature must be on");
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this.addon.settings_main_aci318.property_surface_top_reinforcement_direction_phi1 = property_surface_top_reinforcement_direction_phi1;
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}
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if (typeof property_surface_top_reinforcement_direction_phi2 !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_minimum_longitudinal_reinforcement_shrinkage_and_temperature, "Minimum longitudinal reinforcement due to shrinkage and temperature must be on");
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this.addon.settings_main_aci318.property_surface_top_reinforcement_direction_phi2 = property_surface_top_reinforcement_direction_phi2;
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}
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if (typeof property_surface_bottom_reinforcement_direction_phi1 !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_minimum_longitudinal_reinforcement_shrinkage_and_temperature, "Minimum longitudinal reinforcement due to shrinkage and temperature must be on");
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this.addon.settings_main_aci318.property_surface_bottom_reinforcement_direction_phi1 = property_surface_bottom_reinforcement_direction_phi1;
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}
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if (typeof property_surface_bottom_reinforcement_direction_phi2 !== "undefined") {
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ASSERT(this.addon.settings_main_aci318.property_minimum_longitudinal_reinforcement_shrinkage_and_temperature, "Minimum longitudinal reinforcement due to shrinkage and temperature must be on");
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this.addon.settings_main_aci318.property_surface_bottom_reinforcement_direction_phi2 = property_surface_bottom_reinforcement_direction_phi2;
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}
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};
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/**
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* Sets Deflection Analysis
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* @param {Boolean} property_limitation_of_deflection_enabled Limitation of deflection, can be undefined (is not set, true as default)
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* @param {Number} property_deflection_limit_support_on_both_sides Limit values of allowable deflection - Support on both sides, can be undefined (is not set, 240 as default)
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* @param {Number} property_deflection_limit_one_sided_support Limit values of allowable deflection - One-sided support, can be undefined (is not set, 240 as default)
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* @param {Boolean} property_tension_stiffening_effect_enabled Consider resistance of concrete between cracks (tension stiffening effect), can be undefined (is not set, true as default)
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* @param {Boolean} property_minimum_zeta_enabled Consider minimum value of distribution factor, can be undefined (is not set, false as default)
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* @param {Number} property_minimum_zeta_value Minimum value of distribution factor, can be undefined (is not set, 0.5 as default)
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* @param {Boolean} property_activate_time_dependent_deflections Calculation of time-dependent deflections, can be undefined (is not set, true as default)
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* @param {Boolean} property_time_dependent_factor Time-dependent factor acc. to table 24.2.4.1.3, can be undefined (is not set, true as default)
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* @param {Number} property_deflection_duration_of_load Duration of load, can be undefined (is not set, 60 months as default)
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* @param {Boolean} property_time_dependent_material_properties Time-dependent material properties (creep, shrinkage) acc. to ACI 435, can be undefined (is not set, false as default)
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*/
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ConcreteDesignServiceabilityConfigurationACI.prototype.SetDeflectionAnalysis = function (property_limitation_of_deflection_enabled,
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property_deflection_limit_support_on_both_sides,
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property_deflection_limit_one_sided_support,
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property_tension_stiffening_effect_enabled,
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property_minimum_zeta_enabled,
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property_minimum_zeta_value,
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property_activate_time_dependent_deflections,
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property_time_dependent_factor,
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property_deflection_duration_of_load,
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property_time_dependent_material_properties) {
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SetConcreteDesignServiceabilityConfigurationDeflectionAnalysis(this.addon.settings_main_aci318, property_limitation_of_deflection_enabled, property_deflection_limit_support_on_both_sides,
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property_deflection_limit_one_sided_support, property_tension_stiffening_effect_enabled, undefined, property_minimum_zeta_enabled, property_minimum_zeta_value, property_activate_time_dependent_deflections,
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property_time_dependent_factor, property_deflection_duration_of_load, undefined, property_time_dependent_material_properties)
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};
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/**
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* Sets Crack state detection
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* @param {String} crack_state_detection Crack state detection (
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* CALCULATED_FROM_ASSOCIATED_LOAD (Crack state calculated from associated load),
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* DETERMINED_AS_ENVELOPE_FROM_ALL_DESIGN_SITUATIONS (Crack state determined as envelope from all serviceability design situations),
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* INDEPENDENT_OF_LOAD (Crack state independent of load)) can be undefined (is not set, CALCULATED_FROM_ASSOCIATED_LOAD as default)
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*/
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ConcreteDesignServiceabilityConfigurationACI.prototype.SetCrackStateDetection = function (crack_state_detection) {
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SetConcreteDesignServiceabilityConfigurationCrackStateDetection(this.addon.settings_main_aci318, crack_state_detection);
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};
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function GetConcreteDesignLimitCrackWidthValueType(crack_width_type) {
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return EnumValueFromJSHLFTypeName(
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crack_width_type,
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"crack width",
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{
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"01_USE_IN_WATER_RETAINING_STRUCTURES": main_slsconfig_concrete_design_aci318.E_CRACK_WIDTH_01_USE_IN_WATER_RETAINING_STRUCTURES,
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"02_SEAWATER_AND_SEAWATER_SPRAY": main_slsconfig_concrete_design_aci318.E_CRACK_WIDTH_02_SEAWATER_AND_SEAWATER_SPRAY,
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"02_DEICING_CHEMICALS": main_slsconfig_concrete_design_aci318.E_CRACK_WIDTH_02_DEICING_CHEMICALS,
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"03_HUMIDITY_MOIST_AIR_SOIL": main_slsconfig_concrete_design_aci318.E_CRACK_WIDTH_03_HUMIDITY_MOIST_AIR_SOIL,
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"04_DRY_AIR_OR_PROTECTIVE_MEMBRANE": main_slsconfig_concrete_design_aci318.E_CRACK_WIDTH_04_DRY_AIR_OR_PROTECTIVE_MEMBRANE
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},
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main_slsconfig_concrete_design_aci318.E_CRACK_WIDTH_03_HUMIDITY_MOIST_AIR_SOIL);
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}

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