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What is new in IDEA StatiCa Concrete 21,21.1 and 22

  1. What is new in Concrete since version 21 till present IDEA StatiCa 10 – 11th May
  2. 2 AGENDA Version 21 Highlights What is new in Concrete
  3. 3 1 HIGHLIGHTS 3
  4. 4 VERSION 21 HIGHLIGTS Concrete • Major improvements in Member for Concrete • Fire resistance for slender columns • Improved approach to non-stabilized crack width calculation in Detail 4
  5. 5 3 WHAT IS NEW IN CONCRETE 5
  6. 6 RCS • Fire resistance for slender columns • Stiffnesses calculation • Interaction check improvements Detail • Crack width calculation improvements • Superelement for the rebar mapping Member for Concrete • Stability and functionality improvements 6 VERSION 21 IN CONCRETE – OVERVIEW
  7. 7 7 RCS – FIRE RESISTANCE FOR SLENDER COLUMNS 20.1 21 • Extended checks for the fire resistance according to EN 1992-1-2 Annex C • Suitable for slender columns with 30 < λfi ≤ 80
  8. 8 8 RCS – STIFFNESSES 20.1 21
  9. 9 Version 20.1 and older • Increment of the stress and strain in rebar caused by V+T was calculated with assumption of linear- elastic behavior of the rebar 9 Version 21 • Real axial stiffness and tensile strength of each rebar • Increment of the stress and strain in rebar from V+T is calculated with consideration of non-linear stress-strain diagrams of reinforcement. • Limited interaction check improved: N-M-M + T (acc. EN 6.2.3 (7) without shear) RCS – INTERACTION For shear and longitudinal reinforcement 20.1 21
  10. 1010                  y sr t b1 sr y b0 avg b1 For f f 1 ·f l · 4                 y sr t b1 t y b0 avg b1 For f f f 1 ·f l · 4 DETAIL – NON-STABILIZED CRACK WIDTH 20.1 21 Improvements of the Pull-Out model (used for non-stabilized cracking) according to the new research done by ETH Zurich
  11. 1111 DETAIL – SUPERELEMENT FOR THE REBAR Increases stability of convergence Speed-up calculation
  12. 12 Improvements: • Ribbon commands • Full RCS implementation • Results available in 3D scene • Critical checks • Detailed results in RCS • Report for all sections 12 MEMBER FOR CONCRETE
  13. 13 AGENDA Version 21.1 Highlights BIM links What is new in Concrete Obsolete applications
  14. 14 1 HIGHLIGHTS 14
  15. 15 VERSION 21.1 HIGHLIGTS BIM links • Boost of BIM links with IDEA StatiCa Checkbot Concrete • Design and check of prestressed members via CSFM • Design and check of slender columns • Crack width check of cross-sections with a large concrete cover • Speeding up the CSFM calculation 15
  16. 16 2 BIM LINKS 16
  17. 1717 IDEA STATICA CHECKBOT • Complete control of transferred structure o 3D visualization of imported members and load o Conversion table for materials & CSS o Load combinations management Complete control
  18. 1818 IDEA STATICA CHECKBOT – ALL IN ONE • One solution for all BIM links • Code-check manager to Checkbot transition • IOM – open solution • Both integrated and standalone • New SAF interface with Nemetschek apps (availabe in SCIA Engineer 21.1) One solution
  19. 1919 BIM LINKS IN 21.1 VERSION
  20. 20 3 WHAT IS NEW IN CONCRETE 20
  21. 2121 DESIGN AND CHECK OF PRESTRESSED MEMBERS WITH CSFM • Pre/Post-tensioned tendons (bonded) • Short/long term losses (manually) • Material library for tendons • DXF geometry import • Not availaible tendons by trimmed end models • ULS code - checks More design options
  22. 2222 SPEEDING UP THE CSFM CALCULATION Reinforcement ratio • Refactoring of existing method • Brand new method for calculation • 30 % boost of calculation speed • Differences recognizable for densely reinforced members Save time
  23. 2323 SPEEDING UP THE CSFM CALCULATION • Boost analysis speed • Better convergence • Same results as in version 20.1 20.1 21.1 Version 20.1 21.1 Test_1 113 81 Test_2 115 89 Test_3 161 127 Test_4 219 138 Test_5 595 140 159% 425% Time [s] Speed boost [%] 140% 129% 127% Be more efficient Improved mesh aroud openings
  24. 24 DESIGN SLENDER COLUMNS Solve stability issues 24 Geometry Analysis MNA LBA GMNIA Loads Report
  25. 2525 CRACKS IN RCS FOR VERSION 21.1 • Ac.eff = min {2.5(h – d);(h – x)/3;h/2} • Crucial condition {(h – x)/3 } – neglected • Ac.eff = min {2.5(h – d);h/2} 20.1 21.1 No reinforcement found in tensile zone New condition for tensile zone More design options
  26. 26 DEMO 26 Prestressing in Detail 4
  27. 2727
  28. 28 DEMO 28 Slender RC column in Member for concrete 4
  29. 2929
  30. 3030 IDEA STATICA CONCRETE – BENEFITS • More design options - Prestressing in IDEA StatiCa Detail • 30 % boost of calculation speed • Solve stability issues - slender columns checks in IDEA StatiCa Member • Be productive - Checkbot for concrete applications
  31. 31 7 OBSOLETE APPLICATIONS 31
  32. 3232 OBSOLETE APPLICATIONS • General Cross-section (CSS​) • Slab​ • Corbel​ • Frame​ • Column​ • Steel Beam​ • Steel Designer (Idea.exe) – without update for new versions Download versions 21.0.4 to use the obsolete apps!
  33. 33 WHAT IS NEW IN CONCRETE 22 33
  34. 3434 VERSION 22 IN CONCRETE - OVERVIEW • Auto-calculation of self-weight of discontinuity regions • Thorough CSFM results available and up to 4-times faster CSFM solver in IDEA StatiCa Detail • UI enhancements for better work in IDEA StatiCa Member • Bulk import from DXF file to Detail • Auto-calculation of short-term losses for post-tensioned tendons • Implementation of NEN 1992-1-1 NB 2020 to RCS
  35. 3535 AUTO-CALCULATION OF SELF-WEIGHT OF DISCONTINUITY REGIONS • Automatic calculation by the software. • New permanent load case. • Can be defined for multiple members in a project. • Properties of self-weight can be defined in Settings. • Not available for structures with trimmed ends. Minimize risk of errors
  36. 3636 DETAILED ANALYSIS RESULTS • More detailed results • Results as a tooltip • Results as a chart • Export of the data from the chart Explore the structure
  37. 3737 UP TO 4-TIMES FASTER ANALYSIS • New material model is implemented. • The calculation is more stable now. • The CSFM solver is up to 4-times faster. Save time 0:00 2:24 4:48 7:12 9:36 12:00 14:24 16:48 19:12 80% 78% 77% 67% 65% 61% 49% 43% 35% 22% 19% 14% Calculation time [s] Solver speed comparison: IDEA StatiCa Detail 21.1.4 vs 22.0 IDEA StatiCa Detail 21.1.4 IDEA StatiCa Detail 22.0 Saved calculation time
  38. 38
  39. 3939 IDEA STATICA MEMBER UI ENHANCEMENTS • Display nodes and members in 3D the scene. • Run the context menu on the right-click. • Edit the reinforcement properties. • Load input improvements. Work easier
  40. 4040 IDEA STATICA MEMBER UI ENHANCEMENTS • Get overall code-check for concrete. • Draw overall results for MNA and GMNIA. • Display the deformed structure in the 3D scene. Get clearer results
  41. 41
  42. 4242 IDEA STATICA CONCRETE – BENEFITS • Minimize risk of errors using auto-calculation of self-weight • Explore the structure – thorough results • Save time with improved CSFM solver in IDEA StatiCa Detail • Work faster – context menu, checkboxes and editor in IDEA StatiCa Member • Get clearer results in IDEA StatiCa Member
  43. www.ideastatica.com Calculate yesterday‘s estimates
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