2 Scheiben und Träger - ETH Z · 2018-10-19 · Crack localization (size effect): stiffness of the...
Transcript of 2 Scheiben und Träger - ETH Z · 2018-10-19 · Crack localization (size effect): stiffness of the...
2 Scheiben und Träger
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 1
2.6 Kontinuierliche Spannungsfelder
Kontinuierliche Spannungsfelder
Overview and nomenclature
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 2
2. Scheiben und Träger
2.1 Spannungsfelder = Stress fields (discontinuous)Equilibrium considerations: Lower bound solutions
2.2 Bruchmechanismen = Failure mechanismsKinematic considerations: Upper bound solutions
2.3 Träger – Verformungsvermögen= Beams – Deformation capacity
2.4 Scheibenelemente – Fliessbedingungen= Membrane elements – Yield conditions
2.5 Scheibenelemente – Last-Verformungsverhalten= Membrane elements – Load deformation behaviour
2.6 Kontinuierliche Spannungsfelder = Continuous stress fieldsEquilibrium & kinematic considerations:Exact solutions (simultaneously lower + upper bound)
Tedious hand calculations (iterations, many load cases)Digitalisation required!
Concepts only developed for particular elementsDeformation capacity?Serviceability checks(deformations, crack widths)?
Computer-aided tool for a general plane stress elementImplements same mechanical conceptsOvercomes the stated limitations
Application to real-life structures
Kontinuierliche Spannungsfelder
Real-life structuresB Continuity/Bernouilli regionsD Discontinuity regions: static and geometric discontinuities are always present
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 3
[Tjhin & Kuchma, 2002]
Kontinuierliche Spannungsfelder
Dimensioning/assesment of real-life structures
B Continuity/Bernouilli regions• Classic tools: hand calculations feasible; cover all verifications• Computer-aided tools:
Many available applications for member design: direct implementation of code verifications/mechanical models
D Discontinuity regions• Classic tools (discontinuous stress fields…): deformation capacity?; serviceability aspects?; hand calculations non-
feasible/productive• Computer aided-tools:
a) Linear elastic FE-calculations: Non-symmetric strength of concrete only accounted for in the last step (dimensioningbased on yield conditions); unable to predict realistic capacity in existing structures, nor cracking in new ones
b) Non-linear FE-calculations: complex, typically consider tensile strength for equilibrium (differ from classic mechanicalmodels), code compliant?
c) Gap between a & b for simple but realistic, code-compliant tool, consistent with classic mechanical models Continuous stress fields = Computer-aided stress fields = Simplified non-linear FE-calculation
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 4
Kontinuierliche Spannungsfelder
Dimensioning/assesment of Discontinuity Regions: Existing computer-aided tools
[HanGil, 2017]
Idea StatiCa for specific details(corbels, piles caps…)
AStrutTie (HanGil) (strut-and-tie fc=? Realistic results?)
[IDEA, 2017]
CAST (Tjhin & Kutchma, 2002)(strut-and-tie fc=? Realistic results?)
[Mata-Falcón & Sánchez-Sevilla, 2006]
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Eurostars – DR-Design 5
Kontinuierliche Spannungsfelder
Dimensioning/assesment of Discontinuity Regions: Existing computer-aided tools
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Eurostars – DR-Design 6
Stringer-Panel Models (Nielsen, 1971; Blaauwendraad & Hoogenboom, 1996; Marti & Heinzmann, 2012)
[Blauwendraad, 2006]
Kontinuierliche Spannungsfelder
Experimental crack pattern
Hand-calculated stress fields
Numerical results EPSF
Dimensioning/assesment of Discontinuity Regions: Existing computer-aided tools
[Mata-Falcón, 2015]
[Mata-Falcón et al., 2014]
[Muttoni & Fernandez Ruiz, 2007]
EPSF elastic plastic stress fields (Fernández Ruiz & Muttoni, 2007)
Maintains advantages of hand calculations (transparent, safedesign with fct = 0, consistent detailing)Compressive strength fcdetermined automatically fromstrain state
Limited user-friendlinessLimited use for serviceability… no tension stiffening… no crack width calculationNo check of deformationcapacity (perfectly plastic material)
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Eurostars – DR-Design 7
Kontinuierliche Spannungsfelder
DRD (discontinuity region design) method - Implemented in commercial software IdeaStatiCa DetailContinuous stress fields = Computer-aided stress fields
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 8
Scope• Simple method for efficient, code-compliant design and assessment of discontinuity concrete regions• Including serviceability and deformation capacity verifications• Direct link to conventional RC design: standard material properties, concrete tensile strength totally neglected for
equilibrium (only its influence to the stiffness is accounted)
Inspirations• EPSF FE-implementation (strain compatibility, automatic determination of concrete reduction factor from strain state)• Tension Chord Model TCM and Cracked Membrane Model CMM (tension stiffening, ductility and serviceability checks)
Development / Credits
ETH Zürich | Prof
This project has received partial funding from Eurostars-2 joint programme, with co-funding from the European Union
Horizon 2020 research and innovation programme
Kontinuierliche Spannungsfelder
DRD: design process
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 9
1) Definition of geometry, loads and load combinationsa) BIM connections: export data from a global model for the analysis of a detailb) Standalone application:
Full definition in standalone user-friendly application
Kontinuierliche Spannungsfelder
DRD: design process
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 10
2) Reinforcement designa) Location of reinforcement: definition by user. Several design tools are provided to identify where the
reinforcement is required (for complex regions):
b) Amount of reinforcement: can be automatically designed for all or part of the reinforcement. Not yet releasedin current version (Idea Statica Detail 9.1)
3) Verification models to check all code requirementsa) Load-bearing capacityb) Serviceability verifications (deformations, crack width…)
Linear elastic stress flow
Topological optimization
Kontinuierliche Spannungsfelder
DRD verification model: main assumptions
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 11
• AStruTie (HanGil)
based on [Kaufmann and Marti, 1998]
Main assumptions:
• Fictitious rotating-stress-free cracks( c1,r=0) without slip
• Average strains
• Equilibrium at cracks:
i. Maximum stresses:- c3,r / s,r
ii. Concrete tensilestrength neglectedexcept for tension-stiffening: m
Suitable for elements with minimum transversal reinforcement. Slender elements without shear reinforcement would lead to conservative results.
Kontinuierliche Spannungsfelder
DRD verification model: concrete
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 12
• AStruTie (HanGil)
Strain limitations of concrete specified by codes(explicitly considers the increasing brittleness ofconcrete with strength).Imposed to the average strain over a characteristiccrushing band length.
kc discrete values for hand calculations
Kontinuierliche Spannungsfelder
DRD verification model: concrete
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 13
• AStruTie (HanGil)
kc (compression softening) automatically computed basedon the transversal strain state.Use of fib MC 2010 / SIA 262:213 proposal for shearverifications (consistent with considered max. stresses)extended for general cases.
Strain limitations of concrete specified by codes(explicitly considers the increasing brittleness ofconcrete with strength).Imposed to the average strain over a characteristiccrushing band length.
• AStruTie (HanGil)
Kontinuierliche Spannungsfelder
DRD verification model: bond and reinforcement
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 14
Bond model used exclusively for bond verifications
Tension-stiffening:Does not affect thestrength of thereinforcementIncreases the stiffnessReduces the ductility(can reduce the strengthof the member)
explicit failure criteria *Bilinear naked steel input for design. More
realistic laws for assessment & experimental validation.
Kontinuierliche Spannungsfelder
DRD verification model: tension stiffeningStabilized crack pattern
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 15
Implementation ofTension Chord Model(TCM) [Alvarez, 1998;Marti et al., 1998]
Average crack spacing:assumed =0.67
for > cr 0.6% Reinforcement is able to carry the cracking load without yielding 0
1 1sr y ctmcr
f f n
Kontinuierliche Spannungsfelder
DRD verification model: tension stiffeningNon-stabilized crack pattern
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 16
for cr 0.6% Reinforcement is NOT able to carry the cracking load without yielding. Cracks are controlled by other reinforcement.
Independent cracks areassumed + bond model ofTension Chord Model.
Crack localization (sizeeffect): stiffness of thewhole rebar embedded inconcrete > local stiffnessnear the crack(considered average strainover lavg).
the cra.
for cr 0.6% Reinforcement is NOT able to carry yielding. Cracks are controlled by other reinforcement.
Kontinuierliche Spannungsfelder
DRD verification model: effective area of concrete in tensionsuitable for numerical implementation and valid for automatic definition of c,eff in any region
Maximum concrete area each rebar can activate (concrete at fct)
(illustrated for rebars 3 and 4) Areas used in calculation
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Eurostars – DR-Design 18
Kontinuierliche Spannungsfelder
DRD verification model: crack width – stabilized crack pattern
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 19
WT4
[Walther, 1967]
Kontinuierliche Spannungsfelder
DRD verification model: crack width – non-stabilized crack pattern
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 20
[Zhu et al., 2003]
Assumed independent cracks at SLS Considered for:a) Regions with <0.6%b) Cracks triggered by geometric
discontinuities at low loads
T6
Kontinuierliche Spannungsfelder
DRD verification model: crack width – crack kinematic
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 21
Kontinuierliche Spannungsfelder
DRD & IdeaStatiCa Detail implementation: additional information
Theoretical description of DRD method & experimental validation
• “Computer-aided stress field analysis of discontinuity concrete regions”, J. Mata-Falcón, D. T. Tran, W. Kaufmann, J.Navrátil; Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures (EURO-C2018), 641-650, London: CRC Press, 2018.
Use and installation of Idea StatiCa Detail software:
• Installation of the software: https://www.ideastatica.com/downloads/
Free educational license might be ordered in https://www.ideastatica.com/free-trial/
• Idea StatiCa Resource Center (tutorials, sample projects…): https://resources.ideastatica.com/Content/Home.htm
• Practical workshop will be organised for those students interested
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 22
Kontinuierliche Spannungsfelder
DRD: practical examples in Idea StatiCa DetailDeep beam with distributed top load
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 23
Problem definition Design of reinforcement
x
z
tF
cF
A
B C
D
E
a
w cqa b f
Gqa
Fq
Kontinuierliche Spannungsfelder
DRD: practical examples in Idea StatiCa DetailDeep beam with distributed top load
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 24
Continuous stress fields Discontinuous stress fields
Kontinuierliche Spannungsfelder
DRD: practical examples in Idea StatiCa DetailDeep beam with distributed load
18.10.2018 ETH Zürich | Prof. Dr. W. Kaufmann | Vorlesung Stahlbeton III 25
Top load: fan mechanism Suspended load: arch mechanism
Arch mechanism requires enough capacity of flexural reinforcement; otherwise, the load is suspended until top & fan action is generated