03 presentazione codice ansys sattamino
DESCRIPTION
ansysTRANSCRIPT
ANANSYSSYS®®//CivilCivilFEMFEM®®HighHigh--End Solutions for Advanced Civil EngineeringEnd Solutions for Advanced Civil Engineering
INGECIBER, s.a.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
What is ANSYS/CivilFEM ?® ®
ANSYS/CivilFEM is a comprehensive finite element analysis and design software package for structural engineering projects.
It combines the state-of-the art general purpose structural analysis features of ANSYS with high-end specific civil engineering-specific structural analysis capabilities of CivilFEM
As both programs are completely integrated, CivilFEM supports all types of advanced analysis supported by ANSYS running as a unique software and executable.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
CivilFEM adds more than 350 new features and specific utilities for the Civil engineering field.
ANSYS
PREPROCESSOR
SOLUTION
POSTPROCESSOR
PREPROCESSOR
ADITIONAL OR COMPLEMENTARY ANALYSIS
POSTPROCESSOR
CivilFEM INTRO
+Specific Modules
ANSYS CivilFEM (Features added to Ansys by CivilFEM)
ANSYS + CivilFEM “BUNDLE”(Bundle product)
What is ANSYS/CivilFEM ?
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
CivilFEM Product LineANSYS+CivilFEM (Unlimited) Bundle Products
Specialized Modules
Geotech
Bridges and Civil Non Linearities
Advanced Prestressed Concrete
Others
Ansys/Multiphisics+CivilFEM INTRO Unlimited
Ansys/Mechanical+CivilFEM INTRO Unlimited
Ansys/Structural +CivilFEM INTRO Unlimited
Ansys/Professional +CivilFEM INTRO Unlimited
Ansys/Structural High Option(128,000 nodes/elements)
Ansys/Structural OPT I+CivilFEM Intro OPT II(32,000 nodes/elements)
Ansys/Structural OPT II+CivilFEM Intro OPT III(8,000 nodes/elements)
CAE for Civil Engineering
Only one software to cover all the industry needs and requirements.
Software for Dams
Software for Geotechnical
Software for Bridges
Software for Concrete/Steel Building/Power
Plants Structures Software for
Composite Structures
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
ANANSYSSYS®®//CivilCivilFEMFEM®®Setup, material, cross sections, elementsSetup, material, cross sections, elements
INGECIBER, s.a.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
CivilFEM Material Library
– CEB-FIP Model code– Eurocode No.2– Eurocode No.3– ACI– AISC– British Standard– ASTM– EHE– EA– Chinese code
Simply pick one materialand all properties will be
automatically defined
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Birth timeof materials
User materialname
Concrete material library
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Prestressed material libraryWhen selecting a material from
the library all properties areautomatically defined Any property used for
prestressing losses calculation can be easily
modified
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Soils and rocks library• Library with mechanical, elastic
and plastic properties of characteristics soils and rocks
• Correlations among geotechnical parameters from tests results (elasticity module versus SPT, etc)
See geotechnical module presentation
for more details.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
CivilFEM Sections Explorer
Compose cross sections by merge
Definition of any type ofcross sections using a single
window
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Hot Rolled Shapes Library
“More than 4,000 shapes in Library”
Addittion of user hot rolled shapes
Quick search of adequate shape
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Steel Sections by PlatesAny generic cross
section shape can be defined
User friendly definitionof plate properties that
form the section
RECTANGULAR BOX T
ICIRCULARPIPECivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Predefined concrete sections
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Mixed – generic sections
Each tessellum adopts initiallythe same material assigned
to its corresponding element
An easy way to define any beamgeneric composite section from a 2D
ANSYS meshed drawing. Each element correspond to a tessellaYou can change
the tessella material
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Section Merge• A section as a composition of two existing sections.• The merged section will take into account all the properties of the
two initial sections.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Offsets + variable cross sections
Relative element node position
defined by the user
The user can define offsets when the
section’s gravity center does not coincide with
the node location
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Capturing Solid SectionsIt allows checking & design beam cross sections captured
from a 3D solid model
Automatic generationof cross section
ANSYS 3D model
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Concrete Shell Reinforcement • Variable depth• Variable reinf amount in X & Y directions and in Top/Bottom faces for each vertex• Non orthogonal reinforcements and variable orientation• Tx, Ty, Txy, Mx, My, Mxy, Nx, Ny Reinforcement
ANANSYSSYS®®//CivilCivilFEMFEM®®ModelingModeling
INGECIBER, s.a.
CivilFEMfor
ANSYSper
ANSYS
Solid Modeling• Solid Modeling can be defined as the process of
creating solid models.
• A solid model is defined by volumes, areas, lines, and keypoints.
• Volumes are bounded by areas, areas by lines, and lines by keypoints.
• Hierarchy of entities from low to high: • keypoints < lines < areas < volumes
Volumes
Areas
Lines &Keypoints
Keypoints
Lines
Areas
Volumes
CivilFEMfor
ANSYSper
ANSYS
Bottom up modeling
Solid Modeling
• Solid modelingcomposed by Kps, Lines, Areas, Volumes
• Basic geometric operations to build solidModel
• Booleans geometric operation to modify solidmodel
FEM Modeling
CivilFEMfor
ANSYSper
ANSYS
Bottom up modeling
FEM Modeling
CivilFEMfor
ANSYSper
ANSYS
FEM Modeling
CivilFEMfor
ANSYSper
ANSYS
FEM Modeling
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
FEM Modeling
CivilFEMfor
ANSYSper
ANSYS
PERFIL P-8MODELO COMPLETO
FEM Modeling
CivilFEMfor
ANSYSper
ANSYS
FEM Modeling
CivilFEMfor
ANSYSper
ANSYS
FEM Modeling
CivilFEMfor
ANSYSper
ANSYS
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
FEM Modeling
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
FEM Modeling
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
FEM Modeling
ANANSYSSYS®®//CivilCivilFEMFEM®®Element library and types of analysisElement library and types of analysis
INGECIBER, s.a.
CivilFEMfor
ANSYSper
ANSYS
ElementTechnology
MetalInelasticity
RubberElasticity
GeotechnicalMaterials5
GeometricInstability
ElementBirth & Death
Rate-independentBehavior1
Rate-dependentBehavior2
Rate-independentBehavior3
Rate-dependentBehavior4
LinearBuckling
NonlinearBuckling
Concrete GranularMaterials
Material lawTypes of Non linearities
Static / spectrum dynamic analysis
Analysis
CivilFEMfor
ANSYSper
ANSYS
• BEAM, SHELL, LINK elements
• CP command for master slave option
• EC8 e NTC spectrum
• Winkler option for beam and shells
Static / spectrum dynamic analysis
Analysis
CivilFEMfor
ANSYSper
ANSYS
• SHELL63 + BEAM44 elements
Static non linear analysis
Analysis
CivilFEMfor
ANSYSper
ANSYS
• BEAM24 elasto-plastic element
• SHELL, SOLID with material NL capabilities
Static non linear analysis
Analysis
CivilFEMfor
ANSYSper
ANSYS
• /POST26 for post processing
• Displacement/time plot
Static non linear analysis
Analysis
CivilFEMfor
ANSYSper
ANSYS
• Special COMBIN39 non linear element
• F-d or M-rot USER defined diagrams for NL linear spring
Static non linear analysis
Analysis
CivilFEMfor
ANSYSper
ANSYS
• BEAM element with second order effect
• SHELL, SOLID elements with NL capabilities
Time History
Analysis
CivilFEMfor
ANSYSper
ANSYS
• COMBIN14 to simulate spring-damper base mechanism
• Time history analysis
• Other COMBIN elements to simulate complex mechanism
Soil structure interaction
Analysis
CivilFEMfor
ANSYSper
ANSYS
• SHELL63 element for plate foudation
• SOLID, SHELL elements with Drucker Prager material behaviour capabilities for soil-structure interation
• Use of contact element forunidirectional soilconstraint
Post Buckling
Analysis
CivilFEMfor
ANSYSper
ANSYS
• Eigenvalue buckling
• Non linear buckling
• Post buckling
• SHELL, BEAM elements for Buckling analysis
F
uPre-buckling
Post-buckling
Idealized Static Behavior
Bifurcation Point
Limit Point
3D brittle materials analysis
CivilFEMfor
ANSYSper
ANSYS
Analysis
• The concrete material is capable of directional integration point cracking and crushing
• The concrete material model predicts the failureof brittle materials.
CivilFEMfor
ANSYSper
ANSYS
Construction process
Cross Sections
8 m 8 m12 m 12 m 8 m 8 m12 m 12 m10 m 10 m15 m 15 m
Section 2 Section 2 Section 2 Section 2Section 1
Linear transition
Section 1
Linear transition
Section 1
Linear transition
Phases
50 m 30 m50 m
Phase 1 Phase 2 Phase 3
Geometry
40 m 40 m50 m
Section 1
Section 2
Analysis
• Use of BIRTH and DEATH option for each type of element
• Birth/death option also for cables
Normal Procedure
Y
X
Puente construido mediante dovelas yuxtapuestas: Situación después del step #3
Y
Z
Pile Section: AreaU, I , I , AreaB, I ,I , HyyU
z
Bridge plant
Not builded zone
10 11 12 13
Sections
12
Steps
Live cable
7 8 9 14 15 161 2 3 4 5 6
2 3
112
3
H
Live pile support
Not live support
zzU yyB zzB
Pile section axis
Bridge section axis
X
Y
Z
-.160E+08
-.979E+07 -.355E+07 .268E+07 .892E+07 .152E+08 .214E+08 .276E+08 .339E+08 .401E+08
Phase 1:Bending Moment MZ
X
Y
Z
-.152E+09
-.118E+09 -.837E+08 -.493E+08 -.149E+08 .195E+08 .538E+08 .882E+08 .123E+09 .157E+09
Phase 2:Bending Moment MZ
X
Y
Z
-.196E+09
-.155E+09 -.115E+09 -.738E+08 -.331E+08 .766E+07 .484E+08 .891E+08 .130E+09 .171E+09
Phase 3:Bending Moment MZ
Construction process
CivilFEMfor
ANSYSper
ANSYS
Analysis
• Actions for each phase
• Checking for each phase
CivilFEMfor
ANSYSper
ANSYS
Prestressed Structures
Analysis
• Possibility to input prestressed effects using BEAM or SOLID
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• Element Birth and Death capability (non-linear construction sequence analysis)
Underground structures (tunnels)
CivilFEMfor
ANSYSper
ANSYS
Contact Analysis
Analysis
• Elements used:• SOLID65• CONTAC52 • BEAM4
Frequency analysis
Analysis
CivilFEMfor
ANSYSper
ANSYS
• Elements used:• SHELL43, deck• LINK8, cables• BEAM4, piles
Other types of analysis
• Tensile structures analysis• Design Optimization• Fracture mechanics• Fatigue analysis• Etc…
Analysis
CivilFEMfor
ANSYSper
ANSYS
ANANSYSSYS®®//CivilCivilFEMFEM®®Smart Combination ModuleSmart Combination Module
INGECIBER, s.a.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load Combinations: basic• Where must be located the two engines to obtain the maximum
stresses at point P ?
• What is the maximum bending moment at section A-A ?• Which are the concomitant values?
P
A ---- A
? ?
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load Combinations: basics
...Q ψ γQ ψ γ
Q γG γG γ E
Thermal k,Thermal 0,ThermalQ, Windk, Wind0, WindQ,
Live k,Live Q,Dead k,Dead G,Gravity k,Gravity G,
+++
++=
γG = 1.00 or 1.35 ?γQ = 1.00 or 0.00 ?
Scheme of combinations in Eurocodes
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load Combinations: Targets• Targets are results that have to be maximized or minimized
• Strains, stresses, forces, moments, displacements or reactions are TARGETS
• TARGETS may be maximum, minimum or maximum in absolute value
• You can define as many TARGETS as you wish; each one will generate its own results for eachcombination
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load Combinations: Comb rules
TYPE Coefficient Number of Start States to add
Maximum Minimum
ADD C1∗ C2 = C1 ALL
ADDVC C1∗ C2∗ ALL
INCOMPAT 0 1 1
COMPATIB 0 1 ALL
OPTION 1 1 1
OPOSED 1 -1 ALL
SELECT 1 1 NADD∗
SELECTVC C1∗ C2∗ NADD∗
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load Combination Explorer• Comb Explorer to quickly and easily simulated any scenarios
You can be sure of covering all the
possibilities
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load Comb.: Envelope
Target Number
The program obtains the results by combining the start states in different ways
Combination Rule
• Obtain the envelop of maximum vertical displacements at all nodes
The program obtains the results by combining the start states in different ways
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load comb.:Enquiry• Search the worst combination of loads for the displacement of node 3
The program obtains the results by combining the start states in different ways
ANANSYSSYS®®//CivilCivilFEMFEM®®
Post Processing
INGECIBER, s.a.
/POST1
CivilFEMfor
ANSYSper
ANSYS
• Local Global Contour plotting
• Vector plotting
• Isosurface plotting
• Animations
CivilFEMfor
ANSYSper
ANSYS
/POST26
100kg
25kg
k = 36kN/m
F
⎩⎨⎧
<>
=0,0
0,4000t
tNF
k = 36kN/m
y
CivilFEMfor
ANSYSper
ANSYS
From
To
Path Operations
• User defined pathcomposed by points
• PATH creation and plot over a graph or model
• Results coordinate systems
Result coordinate systems
CivilFEMfor
ANSYSper
ANSYS
Default orientation RSYS,0
Local cylindrical system RSYS,11
Global cylindrical system RSYS,1
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Connection with MS-EXCEL• Any array parameter defined in ANSYS/CivilFEM.
• CivilFEM utility for exporting families of arrays.
• Automatic graphic generation in Excel.
• Configuration options of Excel graphic from CivilFEM windows.
Time History Analysis - Initial Structure
-20
0
20
40
60
80
100
0 5 10 15 20 25 30 35 40 45 50
TIME -1
-0,8
-0,6
-0,4
-0,2
0
0,2
0,4
0,6
0,8
STRESSX STRESSZ STRAINY
CivilSYS
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Beam & Shell Utilities• Automatic output of forces and moments• Direct plot and list of results
– Forces– Moments– Stresses– Strains
• HTML and Excel format for listing
• Stress and strain distribution inside any ANSYS beam cross section
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Forces and Moments
An icon showing sign criterion and results description
is always displayed
Results title automatically
displayed
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Stresses & Strains
The icon shows the actual section
and the stress point location
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Beam Section Results
Stress and strains inside beam cross
sections of any beam created in CivilFEM,
thanks to the discretization of the cross section into
tessellas
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Concrete Checking & Design• Codes
– EUROCODE 2– ACI 318 – EHE– CEB-FIP (Model Code)– British Standard 8110– Australian code (AS 3600)– Chinese code (GB-50010)– Russian + Brazilian + AASHTO (NEW)
• Capabilities– Axial+Biaxial Bending Interaction
Diagram (3D)– Axial+ Biaxial Bending Checking– Axial+ Biaxial Bending Design– Shear & Torsion Checking– Shear & Torsion Design– Shell Reinforcement
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Concrete Checking
Fd = 100 kNw
10.0 m
X
Y60 cm
90 c
m
5 φ20 mm
φ8 mm / 20 cmY
Z
4 φ16 mm
• Simple example: a cantilever
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Concrete Checking
Red elements do notpass the code for the
check performed
• After modeling and solution: Bending Checking, OK/ No OK
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Concrete Checking • After modeling and solution: CRT_TOT
Elements withCriterium < 1
are O.K.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Concrete 2D Checking • After modeling and solution: 2D AX + BIAX BENDING
Elements withCriterion < 1
are O.K.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
3D Axial+Biaxial Checking• Checks with initial reinforcement amount • Elements that are OK and NO OK according to code specifications• Safety factors
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Axial + Biaxial Bending Design• All the scalable reinforcements (defined by the user) are
multiplied by an optimization factor ω that makes the safety factor of the section as closer as possible to 1.00
• The ω factor is searched in a range of values specified by the user
ωmin < ω < ωmax
• The results of a reinforcement design with CivilFEM are the obtained reinforcement amount and the ω factor for each element end
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Axial + Biaxial Bending Design
Reinforcement factor
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Shear and Torsion Design
a
q
b
c c c c
p
2*M
M M M M
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Cracking Checking• CivilFEM automatically checks the structure against cracking
according to codes.
Shell Axial+Bending Design
CivilFEMfor
ANSYSper
ANSYS
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Steel Checking• Codes
– EUROCODE 3 (European)– EA (Spanish)– AISC-LRFD (American)– British Standard 5950:1985– British Standard 5950:2000– Chinese Code GB50017-2003– Others
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Eurocode 3 Checking• Types of checking
– Tension (1D)– Compression (1D)– Bending (2D)– Shear (2D)– Bending + shear (2D)– Bending + Axial (3D)– Bending + Axial + Shear (3D)– Compression Buckling (1D)– Lateral Buckling (2D)– Lateral Buckling in Bending + Tension (3D)– Buckling in Bending + Compression (3D)
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Steel Checking• Automatic checking of OK/No OK elements, criteria, etc.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
EC 3 section results
Effective cross section properties calculation (class 4 section) and
automatic consideration of its properties according to the check performed
Local buckling effect
ANANSYSSYS®®//CivilCivilFEMFEM®®
Special features and Advanced Modules
INGECIBER, s.a.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Open and Closed Frames• Pre-Design of reinforcing bars and strength verification of beams and
columns in frames and footing foundations
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Connection with SAP2000• import any SAP2000 finite
element model into ANSYS/CivilFEM
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
FLAC3D Integration
PREPROCESS
POSTPROCESS
SOLUTION
PREPROCESS
SOLUTION
POSTPROCESS
CFTOFL3D.DAT
FISH
FL3DRES.DAT
FISH
FL3DRES.EXP
ASCII
ANSYS+CivilFEM FLAC3D
• Utilities for solving complex geotechnical problems with FLAC3D (specific material behavior laws and explicit solver)
ANANSYSSYS®®//CivilCivilFEMFEM®®
Bridges and Civil Non Linearities Module
INGECIBER, s.a.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Main features• Concrete Creep and Skrinkage• Bridge layout modeling • Common bridge sections and layout design• Geometric and finite element model generation
both with Beams (1D) and Solid elements (3D)• Loads Generation
• Overloads• Moving loads (vehicle’s editor)• Utility for Prestressed forces input• User loads
• Automatic Loads combination• Simulation of construction process
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Concrete Creep and Shrinkage• Concrete Creep and Shrinkage material behavior • deformed shape as well as the forces and moments and
stresses in the model.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Bridge layout in plan view• In plan view, the mileage points line is a succession of user-
defined stretches as:• straight segments • circular arcs• clothoid arcs
Caso R = R : Definition of the section elementsi f/
(x ,y )i i
(x ,y )f f
R
αi
f
s = s + Long
R
ii
s x
y Clothoid axis
cl
cl
β
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Bridge layout in elevation view• In elevation view, the mileage points line is a succession of user-
defined stretches as:• straight segments • parabolic
Vertical fillet
si
sf
α
αβ
i
ff
L
T
∆zf
∆zi
sStraight section
Straight section
Parabolic fillet
s
si f
i i
z
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Bridge cross sections• This module includes a library of typical bridge cross sections,
which are defined by the outline of the section:• Slab cross sections (solid or hollow)• Box cross sections
Bridge Section Types
Rectangular section
Trapezoidal section
Trapezoidal section with flanges
Polygonal section with two bends
Polygonal Asymmetric with two bends Note: The upper line (deck) is alwayshorizontal. The slope must be laterdefined with the section’s bank.
B
DEPTH
RS
BTOP
BBOT
DEPTH
TTOPTS
DEPTH
BTOP
BM
BBOT
TTOP
TBOT TF
TBOT BBOT
BM2
BM1
BTOP
DEPTH
TTOP
TMPS
BBOTR
BM2R
BM1R
BTOPRBTOPL
BM1LBM2L
BBOTL
DEPTHL
TBOTL
TML
TBOTR
TTOPR
TMR DEPTHR
axis
PA
Tri-cell box section definition
a1
p11
b1
a2
t 22 t 21
t 11
p21p22
s31
1
1
p121
11
t 31
hL
vL
y
z
vCLl
hCLl
hCUl
vCUl
t 41
vUl vUr
hUl hUr
a /20
vCUr
hCUr
hCLr
vCLr
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Slab concrete sections• The sections can be symmetric or asymmetric• Sections and hole diameters might differ along the bridge
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Assigning attributes (Sections/Layout)• The defined cross sections should be assigned to the mileage
points (MP’s) that forms the bridge layout.• The sections transition between MP’s can be defined defined
using straight segments, splines and so on.
Trans = 0Trans=1
Section's transition definition
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Assigning attributes (Sections/Layout)• The cross sections may have the following attributes:
• Offsets• Banks• Skew• Hollow or solid sections
z
y
Zoffs
Yoffs
MP,s line
Bank (Rotation's center P)P
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Model generation• Once the layout and cross sections are defined the geometrical
and FE model can be automatically performed by the program.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• By using this Wizard it is possible to easily introduce the number of segments and the corresponding data to generate the entire bridge model for both 3D beams and solid elements.
Suspension Bridge wizard I
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• Both concrete and steel truss suspension bridges are automatically performed for any generic configuration by introducing just a few parameters.
Suspension Bridge wizard II
Suspension Bridge wizard III• Any generic cross section defined from library and/or any 2D
ANSYS/CivilFEM meshed drawing (capture utility) can be used as a bridge cross section.
• Optimization of the geometry and initial tension of cables.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Arch Bridge wizard (NEW)
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Arch Bridge wizard (NEW)
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Arch Bridge wizard (NEW)
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Mixed Bridge wizard • Bridge composed by slab+ long beams (2,3,4 beams,
depending on the width of the bridge)
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Cable stayed wizard (NEW)• Fan harp, fan & harp modified• Different connections between piles and deck
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Cable force opt (NEW)• Simulation of cable+deck construction process• Evaluation of unknown cable forces respecting horiz deck conf
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
0
8
3
2
1
8
3
2
1
88838281
38333231
28242321
18131211
=
⎥⎥⎥⎥⎥⎥
⎦
⎤
⎢⎢⎢⎢⎢⎢
⎣
⎡
+
⎥⎥⎥⎥⎥⎥
⎦
⎤
⎢⎢⎢⎢⎢⎢
⎣
⎡
⎥⎥⎥⎥⎥⎥
⎦
⎤
⎢⎢⎢⎢⎢⎢
⎣
⎡
U
UUU
F
FFF
KKKK
KKKKKKKKKKKK
MM
L
MOMMM
L
L
L
[K]– deflection due to the unit cable forces
[F] – unknown cable forces
[U] – deflection due to self weight
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loads generation• CivilFEM automatically generates the
loads corresponding to the various load hypotheses over a 2D or 3D structure, such as:• Moving loads (traffic loads)• Surface loads (Overloads)• Prestressed tendons
• Any kind of “user defined” loads• “Smart” load combination of al the load
steps generated during the analysis
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loads generation- Traffic loads• From the vehicle's editor it is possible to create vehicles, import
from library, modify, copy, delete and list.
Property window
Vehicle’s library: just choose the vehicle and
the corresponding properties are
automatically defined
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loads generation- Traffic loads• Allows to consider the breaking or starting load (horizontal) for
each vehicle wheel• One or more vehicles can be used at the same time
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loads generation- Traffic loads• Two different types of vehicles: Rigid (truck) or flexible (train,
adptable to the path)• User friendly path definition: road surface and road axis are
automatically detected by the program
Trajectory definition (Rigid vehicle)
MP,s
line components
Vehicletrajectory
Assembly the bridges nodes and elements, where the loads are applied
Dist
The tangency occurs in the point (xLoc, yLoc) of the vehicle
Trayectory definition ( )adaptable to the trajectory
KP,s
Lines component
Vehicle trayectoryAssembly the bridges nodes and elements, where the loads are applied
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loads generation- Surface loads• Definition of an overload grid over the deck• Automatic load and combination of all possible load case
scenarios
Definition of surface loads
KP,s
Lines component
Overload grid
s1
d1
d2
dm
Assembly with the bridges nodes and elements over which the surface load will be applied
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loads generation- Prestressed cables• Definition of some point’s along the cable’s path (automatic
adjustment of the points using splines)• Introduce the tension force at specific locations of the tendon’s
path• Automatic introduction of the cable action over the structure: the
program finds an equivalent system of forces at each node of theelement that equilibrate the system
3D spline generation
P
P
PP
P 1
2
k+2k+1
N
P'1 P' N
Pk
Transmision of the cable actions to the model
OP
xR
R
MRy
z
MRz
xMR
c.d.g. Ry
Kfx
Kfy
Kfz
T1
T2
1
2
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load generation- User Loads• In addition to the automatic loads generation explained here in,
any other “user-defined” load can be applied to the structure such as wind loads, snow, seismic (automatic definition of spectrum according to codes) and so on.
• The automatic load generation feature, although is inside the bridges module, can be applied to any other structure by just defining the surface over which they are to be applied.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Dynamic analysis• A transient analysis can be automatically performed.
Possibility of introducing the velocity while defining the moving loads
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Load combination• In the bridge analysis process, a great number of load steps
are generated, which later on have to be combined looking for the worst case scenario.
• In the Bridge Model is possiible to use the Smart Comb module of CivilFEM for all the loads
• The program automatically combine Moving loads them as an “incompatible” load
• The program automatically combine Prestr loads them as an “addition” load
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Checking & Design• Serviceability Limit State
• Checking of cracking according to codes
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Checking & Design• Ultimate Limit State
• Checking and design of the bridge reinforcement according to codes, taking into account all the loads applied over the structure.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Simulation of construction process• The bridges module allows to simulate different types of
construction process
Normal Procedure
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Simulation of construction process• Cantilever built bridge
Y
X
Puente construido mediante dovelas yuxtapuestas: Situación después del step #3
Y
Z
Pile Section: AreaU, I , I , AreaB, I ,I , HyyU
z
Bridge plant
Not builded zone
10 11 12 13
Sections
12
Steps
Live cable
7 8 9 14 15 161 2 3 4 5 6
2 3
112
3
H
Live pile support
Not live support
zzU yyB zzB
Pile section axis
Bridge section axis
• Wide range of postprocessing calculation: combination, any results display, check and design, etc.
Bridge postprocessing
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
CivilCivilFEMFEM®® for ANfor ANSYSSYS®®
Advanced Prestressed Concrete Module
INGECIBER, s.a.
• The first step to be able to use the Advanced Prestressed Concrete module is the model creation, where the prestressed forces will be later apply either with:- Beam elements- Solid Elements
Model Creation
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• This entity will act as the skeleton of the model, and the prestressing cables will be defined over it.• The support beam is made of cuts and segments.• The cuts are equivalent to cross sections. They have the
information about the mechanical properties of the model.• The segments represent the way cuts are connected.
Support beam
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
SEGMENT SUPPORT BEAM
CUT
Node114
Node218
Node16
Node97
Node219
Node220
Initial Node
Cut 1 Cut 2 Cut 3 Cut 4 Cut 5 Cut 6
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
3D Tendon Geometry Editor• It allows the definition and edition of the geometric and strength
properties of all tendons of a structure. The geometry may be shown and edited either graphically or by coordinates.
Object Tree
Info/Edit Window
Plan View
Elevation View
Tool Bar
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
3D Tendon Geometry Editor• It’s possible to visualize the corresponding cross section
and the location of the tendons throughout the bridge.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
3D Tendon Geometry Editor• Graphical visualization of all prestressing losses for each
tendon throughout the bridge.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loss of Prestress• The loss of prestress calculation allows obtaining
instant and long-term prestressing losses for the tendons defined with CivilFEM editor. • Instant losses: ∆P1, ∆P2, ∆P3, ∆Px
• Friction losses (∆P1)
α1
α2
α3
α = α + α + α 1 2 3
x
P0
P = P - P∆x 0 1
Friction losses
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loss of Prestress• Pull-in Losses (∆P2)
P
x
P0
∆P (max)2
w
P(x) = P - P (x)∆0 1Loss due to thepull-in of weges
Anchored end
Jack force
Loss due to pull-in (theoretical approach)
∆P (x)2
∆P (x)1S (w)p
• Elastic concrete deformation (∆P3)• Others (∆Px)
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loss of Prestress• Apart from the instant losses, the program also calculate the
following long-term losses:• Concrete shrinkage (∆P4)• Creep (∆P5)• Steel creep (∆P6)
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Loss of Prestress• The tendon properties or calculated losses can be listed in an
HTML document.
View Results
Calculate lossesList
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• Prestressing actions for both isostatic and hyperstatic effects
Prestressed forces & moments
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• Stresses in the support and in the middle of span.
Prestressed forces & moments
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Checking of prestressed structures• Checking of cracking according to codes taking into
account the prestressing cables
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• Ultimate Limit State (Axial+Bending checking)
Checking of prestressed structures
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Other utilities• Although the prestressed utilities are oriented to the bridge
calculation, it’s also possible to make use of them to other type of structures such as prestressed slabs, silos, etc.
CivilCivilFEMFEM®® for ANfor ANSYSSYS®®
Geotechnical Module
INGECIBER, s.a.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Geotechnical module capabilities
• Geotechnical properties library for soils and rocks• Superficial Foundations• Deep Foundations• Retaining wall generation and design (Sheet Piles) • Underground structures (tunnels) • Slope stability analysis • Seepage analysis
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Soils and rocks library• The user can modify any material property Properties used in a
structural analysis with Ansys.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Soils and rocks libraryMost common
correlations among properties.
CivilFEM database of
correlations. The user can also
define his/her own correlations!
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Layered soil generation• generation of equivalent geometrical models of layered soils.
It takes into account the influence of water
level.
Definition of each layer property.
Wh
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Soil foundation stiffness• Obtaining the theoretical value of the the soil foundation
stiffness, by means of Winkler model, according to the foundation geometry and earth properties.
Ballast module distribution at each
foundation point
It allows obtaining the theoretical value of the ballast module for any foundation or earth configuration
(including those with stratum).
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Soil foundation stiffness
The soil foundation stiffness distribution for different configurations of foundations
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• The soil foundation stiffness (ballast module) value allows approximating the soil elastic behavior (E, ν). Its use avoids the necessity of modeling the earth underneath the structure.
• Also the average, maximum and minimum values of the module throughout foundation are available
• The soil foundation stiffness values calculated by CivilFEM are automatically send to ANSYS for the later superstructure calculations with beams shells or solid elements.
Soil foundation Stiffness
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
- generation of rectangular, polygonal or circular piles- Pre-Design of the Piles’ length- Reinforcement design (punching,primary, both sides)- Rigid and non-rigid pile caps
Piles Foundations Wizard
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Retaining wall calculation and design • CivilFEM allows retaining wall calculation by means of non
linear and evolutive finite element models with excavation level.
It takes into account the soil-structure
iteration by means of non linear springs
with GAPs.
The screen may be calculated according to non linear method using the non linear module of CivilFEM.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Earth Pressures
• Dry and flooded earth • Active, Passive and at rest pressures • Pressures due to the earth weight and overload • Earth pressure for beam, shell or solid elements
Automatic earth pressures on FE Models:
1
X
Y
Z
1
X
Y
Z
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
• Starting from soil parameters, calculation of initial stress state from a given topography.
• Initial stresses are stored into an ASCII file.
Tunnels: Terrain Initial Stress
σ
σ
σ
H
H
V
The created initial stress file is
automatically introduced into the
model using the ANSYS ISFILE
command
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Tunnels:Hoek & Brown Failure Criteria
• Hoek & Brown parameters
• They can be all modified by the user.
• CivilFEM uses its own calculation routine to simulate the behavior of rock foundations following Hoek & Brown criteria.
Only for rocks
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Example of Hoek-Brown failure criteria of a cylindrical hole
Tunnels:Hoek & Brown Failure Criteria
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Slope Stability: Classic methods/FEM
Generación de familias de poligonales
x1
y12
y11
x2
y22
y21
x5
y52
y51
Polygonal for Janbu Method
R
(x ,y )o o
(v ,v )x
y
∆y
∆x
(x ,y )11 11
(x ,y )21 21
(x ,y )12 12
(x ,y )22 22
yF
Generación de familias de círculosGrid of centers for the Fellenius or Bishop
Grid of centers defined by the user.
• Calculation of the safety factor against sliding phenomena in 2D models
• Methods of Fellenius, Bishop, Morgestern-Price, Janbu methods.
• Finite elements approach
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Slope Stability: Classic methods/FEM• Wizard to define slope, circles, polygonals, water pressures, seismic
action
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Slope Stability• Graphical results according to the different available methods.
CivilFEMfor
ANSYSINGECIBER, s.a.
forANSYS
Seepage Analysis
MN
0 3.333 6.667 10 13.33316.66720 23.33326.66730
0 3.333 6.667 10 13.33316.66720 23.33326.66730
www.harpaceas.itwww.harpaceas.itwww.civilfem.comwww.civilfem.com
sattaminosattamino@@harpaceas.it harpaceas.it
INGECIBER, s.a.