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GENERAL INTRODUCTION OF IDEA STATICA CONCRETE
2
AGENDA
2
• General introduction of IDEA StatiCa Concrete applications – 30 min.
• Deep beams on the real project – SCIA Engineer & IDEA StatiCa Detail – 40 min.
3
MAIN PRODUCTS
2
Concrete
Detail
RCS
Beam Member
Checkbot
4
INTEROPERABILITY
2
BIM
links Connection
Dlubal
RFEM
SCIA
Revit TEKLA
Buildsoft
Others
5
IDEA STATICA DETAIL
5
6 6
DISCONTINUITY REGION DESIGN
7
WALLS
7
8
PREFABRICATED WALLS
Courtesy of Van Gogh Bouwtechniek
8
9
BEAMS
9
10
DIAPHRAGMS, PIER CAPS
10
11
WHY TO USE
DETAIL APP ?
11
12
OLD DAYS
From 90s to app 2010
MARKET TODAY
World of BIM
12
STANDARD
Easy beam
NON-STANDARD
Difficult beam
13
OLD DAYS
From 90s to app 2010
MARKET TODAY
World of BIM
13
Design books Advanced scientific model
Excel spreadsheet
Estimation
Avoid the difficult beam (?)
STANDARD
Easy beam
NON-STANDARD
Difficult beam
14
POSSIBLE APPROACHES
Scientifically
oriented programs
Strut and Tie Method IDEA StatiCa Detail
oversimplifications
attempt to simulate
reality
safe and economical designs
based on valid standards
14
15
We are here with a tool to code-check all
concrete details in minutes.
15
16
SOLUTION
16
17
DESIGN AND CODE-CHECK
17
Strength
Cracks
Anchorage
Deflection
Stress
Overall check
17
18
CREDIBILITY
Verification and
validation
18
19
EXPERIMENTAL VERIFICATION
19
0
50
100
150
200
250
300
0.0 5.0 10.0 15.0 20.0 25.0
Load
[kN]
Deformations[mm]
Force – displacement diagram
Experiment
CSFM
20
EXPERIMENTAL VERIFICATION
20
ATENA 4,4 mm
CSFM 4,1 mm
Experiment 4,0 mm
2121
VERIFICATION
Worldwide recognized
research team of
prof. Walter Kaufmann
22
EXPERIMENTAL VERIFICATION
Specimen Z1 Z2 Z4 Z8
Long.
reinforcement
14xØ14
(ρ = 1%)
14xØ14
(ρ = 1%)
14xØ14
(ρ = 1%)
10xØ14
(ρ = 0.7%)
Steel quality
(ductility class)
High High Normal High
fck_cube (MPa) 50 90 50 50
Alvarez and Marti (1996)
Experimental setup
[Alvarez and Marti, 1996]
22
23
EXPERIMENTAL VERIFICATION
Specimen Z1 Z2 Z4 Z8
Experiment
Vexp (kN)
εm,exp (%)
1294
6.7
1295
6.8
1275
0.6
924
6.4
IDEA Statica Detail
Vcalc (kN)
εm,calc (%)
1275
7.0
1282
4.6
1242
0.4
918
6.5
Safety factor
Strength: Vexp/Vcalc
Deform. capacity:
εm,exp/εm,calc
1.01
0.96
1.01
1.48
1.03
1.50
1.01
0.98
[Alvarez and Marti, 1996]
Alvarez and Marti (1996)
Ultimate state
23
24
IDEA STATICA BEAM & RCS
24
25
25
SOLUTIONS
Bridges of medium and
small spans
Cast-in-place buildings Prefabricated concrete
structures
26
WHY TO USE
BEAM APP ?
26
27
27
COMPLETE CODE CHECKS
EN 1992-1-1 EN 1992-2 EN 1992-3 SIA 262
9 National Annexes
Ultimate Limit States
Flexure
Shear
Torsion
Interaction of internal forces
Fatigue
Shear in composite joint
Fire resistance
Stress limitation
Decompression condition
Crack width
Brittle failure
Deflection
Serviceability Limit States
28
28
Complete, safe and economic design of reinforced and
prestressed concrete members in visual form.
29
SOLUTION
29
30
Deep beams
IDEA STATICA FOR RC EXPERTS
30
Reinforced beams
Frame joints
30
Cast in situ walls
Openings
Deep beams
Coupling beams
31
ALL ULS/SLS CHECKS
31
Strength in concrete
Cracks
Anchorage length
Stress in reinforcement
Shear
31
Capacity N-M-M
32
IDEA STATICA FOR PRECAST ENGINEERS
32
Precast walls
Non-stadard beams Prestressed members
Double ledge beam
Hangings
32
Corbels/Brackets
33
ULS/SLS CHECKS/ANALYSIS
33
Interaction
Stress limitation
Torsion
Overall check
Deflections
33
Stability
34
IDEA STATICA FOR BRIDGE ENGINEERS
34
Diaphragms
Gerber girders
Piles with substructures
Pier caps
34
Bridges
Composite beams
35
CHECKS AND ANALYSIS
35
Shear in composite joint
Response N-M-M
Bearing capacity
Bridge load ratings
Prestressing losses
35
TDA
36
IDEA STATICA MEMBER
36
37
DESIGN SLENDER COLUMNS
37
• Design and code – check of slender columns
• Nonlinear analysis
• Standalone app
• BIM interoperability
38
DESIGN WORKFLOW
38
1. Geometry
2. Loads
3. Reinforcements
4. Boundary conditions
5. Material nonlinear analysis
6. Linear buckling analysis
7. Geometrical and material nonlinear analysis with imperfection
8. Report
3939
40
INTEROPERABILITY
40
41
CREDIBILITY
Verification and
validation
41
42
EXPERIMENTAL VERIFICATION
42
43
EXPERIMENTAL VERIFICATION
43
44
EXPERIMENTAL VERIFICATION
44
45
IDEA STATICA CHECKBOT
45
4646
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
4747
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
4848
BIM LINKS IN 22 VERSION
www.ideastatica.com
Calculate yesterday‘s
estimates

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