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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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