Roman Wan-Wendner
Roman Wan-Wendner
Professor of Concrete Structures, Ghent University
Bestätigte E-Mail-Adresse bei ugent.be - Startseite
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Zitiert von
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RILEM draft recommendation: TC-242-MDC multi-decade creep and shrinkage of concrete: material model and structural analysis. model B4 for creep, drying shrinkage and autogenous …
ZP Bazant, MH Hubler, R Wendner
Materials and structures 48 (4), 753-770, 2015
128*2015
Comprehensive concrete fracture tests: Description and results
CG Hoover, Z P Bažant, J Vorel, R Wendner, MH Hubler
Engineering Fracture Mechanics 114, 92-103, 2013
1102013
Comprehensive database for concrete creep and shrinkage: analysis and recommendations for testing and recording
MH Hubler, R Wendner, ZP Bažant
Materials Journal 112 (4), 547-558, 2015
912015
Statistical justification of model B4 for drying and autogenous shrinkage of concrete and comparisons to other models
MH Hubler, R Wendner, ZP Bažant
Materials and Structures 48 (4), 797-814, 2015
862015
Improved algorithm for efficient and realistic creep analysis of large creep-sensitive concrete structures
Q Yu, ZP Bazant, R Wendner
ACI Structural Journal 109 (5), 665, 2012
842012
Structural assessment and reliability analysis for existing engineering structures, applications for real structures
A Strauss, S Hoffmann, R Wendner, K Bergmeister
Structure and Infrastructure Engineering 5 (4), 277-286, 2009
832009
Statistical justification of model B4 for multi-decade concrete creep using laboratory and bridge databases and comparisons to other models
R Wendner, MH Hubler, ZP Bažant
Materials and Structures 48 (4), 815-833, 2015
80*2015
Analysis of the behavior of ultra high performance concrete at early age
L Wan, R Wendner, B Liang, G Cusatis
Cement and Concrete Composites 74, 120-135, 2016
662016
A novel material for in situ construction on Mars: experiments and numerical simulations
L Wan, R Wendner, G Cusatis
Construction and Building Materials 120, 222-231, 2016
642016
Microplane model M7f for fiber reinforced concrete
FC Caner, ZP Bažant, R Wendner
Engineering Fracture Mechanics 105, 41-57, 2013
642013
Optimization method, choice of form and uncertainty quantification of model B4 using laboratory and multi-decade bridge databases
R Wendner, MH Hubler, ZP Bažant
Materials and Structures 48 (4), 771-796, 2015
582015
Numerically and experimentally based reliability assessment of a concrete bridge subjected to chloride-induced deterioration
A Strauss, R Wendner, K Bergmeister, C Costa
Journal of Infrastructure Systems 19 (2), 166-175, 2013
562013
The B4 model for multi-decade creep and shrinkage prediction
R Wendner, MH Hubler, ZP Bažant
Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete: A …, 2013
482013
Comparison of main models for size effect on shear strength of reinforced and prestressed concrete beams
Q Yu, JL Le, MH Hubler, R Wendner, G Cusatis, ZP Bažant
Structural Concrete 17 (5), 778-789, 2016
432016
Influence line-model correction approach for the assessment of engineering structures using novel monitoring techniques
A Strauss, R Wendner, DM Frangopol, K Bergmeister
Smart Structures and Systems 9 (1), 1-20, 2012
412012
System‐und Schadensidentifikation von Betontragstrukturen
A Strauss, K Bergmeister, R Wendner, S Hoffmann
Beton‐Kalender 2009: Schwerpunkte: Konstruktiver Hochbau‐Aktuelle …, 2008
412008
Age-dependent size effect and fracture characteristics of ultra-high performance concrete
L Wan-Wendner, R Wan-Wendner, G Cusatis
Cement and Concrete Composites 85, 67-82, 2018
372018
Bio-Inspired 3D Infill Patterns for Additive Manufacturing and Structural Applications
J Podroužek, M Marcon, K Ninčević, R Wan-Wendner
Materials 12 (3), 499, 2019
342019
Characterization of concrete failure behavior: a comprehensive experimental database for the calibration and validation of concrete models
R Wendner, J Vorel, J Smith, CG Hoover, ZP Bažant, G Cusatis
Materials and Structures 48 (11), 3603-3626, 2015
342015
Monitoring and influence lines based performance indicators
A Strauss, R Wendner, K Bergmeister, M Reiterer, J Horvatits
Beton-und Stahlbetonbau 106 (4), 231-240, 2011
33*2011
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