3D finite element modelling of corrosion of lap splice joints in concrete. Construction And Building Materials, (169):124-131, Elsevier Sci Ltd, 2018. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
3D finite element simulations of high velocity projectile impact. DYMAT 2015 - 11th International Conference on the Mechanical and Physical Behaviour of Materials under Dynamic Loading, 94:04029-1-5, EDP Sciences, Les Ulis, 2015. [PUMA: ubs_20002 unibibliografie oa ubs_10002 hp ubs_30029 ubs_40043]
3D finite element simulations of high velocity projectile impact. International journal of solids and structures, (72):38-49, Elsevier, 2015. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
A coupled thermo-mechanical inelastic analysis approach for reinforced concrete flexural members during fire. Structural Concrete, (19)4:1210-1224, Ernst & Sohn, 2018. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
A new displacement-based approach for pulsating tension load tests of post-installed anchors for the use in structural applications under seismic actions. Engineering Structures, (211):110431, Elsevier, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos mult ubs_40043]
A new model for concrete edge failure of multiple row anchorages with supplementary reinforcementReinforcement failure. Structural concrete, (18)6:893-901, Ernst & Sohn, 2017. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
A new test specimen to investigate the bond behavior of post-installed reinforcing bars. Structural Concrete, (20)2:583-596, Ernst & Sohn, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Accelerated corrosion of steel reinforcement in concrete: experimental tests and numerical 3D FE analysis. In Chistian Hellmich, Bernhard Pichler, und Johann Kollegger (Hrsg.), Mechanics and physics of creep, shrinkage, and durability of concrete and concrete structures, 108-117, Curran Associates, Inc., Red Hook, NY, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
An experimental investigation of the thermal spalling of polypropylene-fibered reactive powder concrete exposed to elevated temperatures. Science bulletin, (60)23:2022-2040, Springer, 2015. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Analytical Model for the Bond Stress-Slip Relationship of Deformed Bars in Normal Strength Concrete. Construction and Building Materials, (198):570-586, Elsevier, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Anchorage in steel fiber reinforced concrete - concept, experimental evidence and design recommendations for concrete cone and concrete edge breakout failure modes. Engineering Structures, (181):60-75, Elsevier Science, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Axial compression-bending interaction behavior of severely damaged RC columns rapid repaired and strengthened using hybrid FRP composites. Construction and Building Materials, (195):390-404, Elsevier Science, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Bauen braucht Innovationen - und auch Vertrauen. Beton- und Stahlbetonbau, (110)6:381-381, Ernst & Sohn, 2015. [PUMA: ubs_20002 unibibliografie ubs_10014 ubs_10002 hp ubs_30029 mult ubs_40043]
Bemessung der Verankerung von Befestigungen in Beton : EN 1992-4, der neue Eurocode 2, Teil 4. Beton- und Stahlbetonbau, (115)1:36-44, Ernst & Sohn, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Bemessung von zugbeanspruchten Befestigungen in Beton mit einem nicht-linearen Federmodell : Hintergrund und Softwarelösung für die Versagensart Betonausbruch. Bauingenieur, (94)9:326-335, VDI Fachmedien, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Bond strength evaluation of corroded steel bars via the surface crack width induced by reinforcement corrosion. Engineering structures, (152):506-522, Elsevier, 2017. [PUMA: ubs_20002 unibibliografie ubs_10001 ubs_30029 wos mult ubs_40044 ubs_40043]
Bonded anchors with post-installed supplementary reinforcement under tension loading : Experimental investigations. Engineering structures, (252):113754, Elsevier, 2022. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Cast-in and post-installed rebar anchorage systems in RC column foundation joints : Experimental investigations. Engineering structures, (238):112208, Elsevier, 2021. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Cast-in and post-installed rebar anchorage systems in RC column foundation joints : System specific assessment and design. Engineering structures, (276):115356, Elsevier, 2023. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Concrete cone failure of post installed fasteners during fire. ce/papers, (6)1:373-380, Wiley, 2023. [PUMA: f2023 ubs_20002 unibibliografie oa ubs_10002 hybrid transform ubs_30029 oafonds ubs_40043]
Concrete Edge Failure of Anchor Groups Placed Parallel to an Edge. ACI structural journal, (118)2:237-248, American Concrete Institute, 2021. [PUMA: ubs_20002 unibibliografie ubs_10014 ubs_10002 ubs_40303 ubs_30029 wos mult ubs_40043]
Concrete Edge Failure of Single Headed Stud Anchors Exposed to Fire and Loaded in Shear : Experimental and Numerical Study. Fire Safety Journal, (100):32-44, Elsevier, 2018. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Corrosion control recommendations based of numerical model analysis and in-service performance of RC structures. CCC 2015 - 11th Central European Congress on Concrete Engineering : Innovative Concrete Technology in Practice, 141-144, 2015. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Crack cycling tests on undercut anchors for application in nuclear safety related structures with different tension loading protocols. Transactions SMiRT-23, (1):387-395, Curran, Red Hook, NY, 2017. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Determination of critical anodic and cathodic areas in corrosion processes of steel reinforcement in concrete. Materials and corrosion, (68)6:622-631, Wiley-VCH, 2017. [PUMA: ubs_20002 unibibliografie ubs_10001 ubs_30029 wos ubs_40043]
Determination of critical anodic and cathodic areas in corrosion processes of steel reinforcement in concrete. Computational modelling of concrete structures : proceedings of the conference on Computational Modelling of Concrete and Concrete Structures (EURO-C 2018), 387-394, CRC Press, Boca Raton, 2018. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Dynamic fracture of concrete: experimental and numerical studies on compact tension and L- specimen. Book of abstracts / ICM 12, 244-245, Karlsruhe Institute of Technology, Institut für Angewandte Materialien, Karlsruhe, 2015. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Effect of spalling on predicted temperature gradients and flexural capacity : numerical model. Journal of Structural Fire Engineering, (11)2:151-165, Emerald Group Publishing, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Effects of the corrosion of main bar and stirrups on the bond behavior of reinforcing steel bar. Construction and Building Materials, (225):13-28, Elsevier, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Ermüdungsverhalten von Kopfbolzen in Beton- und Verbundkonstruktionen. Beton- und Stahlbetonbau, (117)1:37-46, Ernst & Sohn, 2021. [PUMA: ubs_20002 unibibliografie ubs_10014 ubs_30022 ubs_10002 ubs_30029 wos mult ubs_40021 ubs_40043]
Experimental and finite element studies on the flexural behavior of reinforced concrete elements strengthened with hybrid FRP technique. Composite Structures, (208):466-478, Elsevier Science, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Experimental and Numerical Studies on Effectiveness of Hybrid FRP Strengthening on Behavior of RC Columns under High Eccentric Compression. journal of bridge engineering, (24)6:04019048, American Society of Civil Engineers, ASCE, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Experimental and numerical studies on masonry after exposure to elevated temperatures. Construction and Building Materials, (230):116926, Elsevier Science, 2020. [PUMA: ubs_20002 ubs_30032 unibibliografie ubs_10003 ubs_20003 ubs_10002 ubs_30029 wos mult ubs_40043]
Experimental and numerical study of accelerated corrosion of steel reinforcement in concrete : Transport of corrosion products. Cement and Concrete Research, (120):119-131, Elsevier, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Experimental investigation of concrete edge failure of multiple-row anchorages with supplementary reinforcement. Structural concrete, (18)1:153-163, Ernst & Sohn, 2017. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Experimental Investigation of the Effectiveness of Hybrid FRP-Strengthened RC Columns on Axial Compression-Bending Interaction Behavior. Journal of Composites for Construction, (23)4:04019025, ASCE, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Experimental investigations on concrete cone failure of rectangular and non-rectangular anchor groups. Engineering Structures, (188):202-217, Elsevier, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Experimental investigations on concrete edge failure of headed studs groups in reinforced concrete. Transactions SMiRT-23, (7):4469-4478, Curran, Red Hook, NY, 2017. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Experimental investigations on hybrid strengthening of short reinforced concrete column elements under eccentric compression. Structural Concrete, (20)6:1955-1973, Wiley, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Experimental investigations on residual bond performance in concrete subjected to elevated temperature. Engineering Structures, (187):384-395, Elsevier Science, 2019. [PUMA: ubs_20002 unibibliografie ubs_10014 ubs_10002 ubs_30029 wos mult ubs_40043]
Experimental investigations on the concrete edge failure of shear loaded anchor groups of rectangular and non-rectangular configurations. Engineering Structures, (222):111153, Elsevier Science, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Experimental Study on Concrete Edge Failure of Single Headed Stud Anchors After Fire Exposure. Fire Safety Journal, (96):176-188, Elsevier, 2018. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Fasteners in Steel Fiber Reinforced Concrete Subjected to Increased Loading Rates. Fibers, (6)4:93, MDPI, 2018. [PUMA: ubs_20002 unibibliografie oa ubs_10002 ubs_30029 wos ubs_40043]
Finite element analysis of masonry under a plane stress state. Engineering structures, (226):111214, Elsevier, 2021. [PUMA: ubs_20002 unibibliografie oa ubs_10002 ubs_30029 wos ubs_40043]
Impact analysis of thermally pre-damaged reinforced concrete slabs : Verification of the 3D FE model. International Journal of Impact Engineering, (133):103343, Elsevier Science, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Inelastic seismic behavior of post-installed anchors for nuclear safety related structures: Generation of experimental database. Nuclear engineering and design, (297):231-250, Elsevier, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Influence of edge proximity on concrete breakout failure in post-installed RC columns foundation joints. Materials and structures, (56):119, Springer, 2023. [PUMA: f2023 ubs_20002 unibibliografie oa ubs_10002 hybrid transform ubs_30029 oafonds ubs_40043]
Influence of Tension Loading Protocol on Crack Cycling Tests on Undercut Anchors. ACI structural journal, (113)4:779-790, American Concrete Institute, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Influence on the Load-Displacement Behaviour of Steel-To-Concrete Connections with Post-Installed Adhesive Anchors. ce/papers, (6)1:471-481, Wiley, 2023. [PUMA: f2023 ubs_20002 unibiblio ubs_10002 hybrid transform ubs_30029 oafonds ubs_40043]
Interaction between damage and time-dependent deformation of mortar in concrete : 3D FE parametric study at meso-scale. 229-236, CRC Press, 2018. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Mechanical Properties of Concrete with Steel and Polypropylene Fibres at Elevated Temperatures. fibers, (7)2:9, MDPI, 2019. [PUMA: ubs_20002 unibibliografie ubs_10014 oa ubs_10002 ubs_30029 wos mult ubs_40043]
Meso scale model for fiber-reinforced-concrete: Microplane based approach. Computers & concrete, (19)4:375-385, Techno-Press, 2017. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Microplane Model for Steel and Application on Static and Dynamic Fracture. Journal of engineering mechanics, (142)2:04015086, American Society of Civil Engineers, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Microplane model with relaxed kinematic constraint in the framework of micro polar Cosserat continuum. Engineering Fracture Mechanics, (199):476-488, Elsevier, 2018. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Microplane-Based Nonlinear Finite Element Analysis of Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Columns. ACI Structural Journal, (117)1:255-268, ACI, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Modeling corrosion-induced damage of reinforced concrete elements with multiple-arranged reinforcement bars. Materials and corrosion, (67)5:542-552, Wiley-VCH, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Modeling influence of hysteretic moisture behavior on distribution of chlorides in concrete. Cement & concrete composites, (67):73-84, Elsevier, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Modeling of reinforced concrete beams strengthened in shear with CFRP: Microplane-based approach. Composites. Part B, Engineering, (90):351-364, Elsevier, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Modeling processes related to corrosion of reinforcement in concrete: coupled 3D FE model. Life-cycle os structural systems : design, assessment, maintenance and management : proceedings of the Fourth International Symposium on Life-Cycle Civil Engineering, 491-498, CRC Press, Boca Raton, 2015. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Modelling processes related to corrosion of reinforcement in concrete: coupled 3D finite element model. Structure and infrastructure engineering, (13)1:135-146, Taylor & Francis, 2017. [PUMA: ubs_20002 unibibliografie ubs_10001 ubs_30029 wos ubs_40043]
Modelling structure-anchor-component interaction for nuclear safety related structures under seismic loads - part 1: generation of experimental database. Transactions SMiRT-23, (1):396-405, Curran, Red Hook, NY, 2017. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Modelling structure-anchor-component interaction for nuclear safety related structures under seismic loads - part 2: development of numerical model. Transactions SMiRT-23, (1):406-414, Curran, Red Hook, NY, 2017. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Modified beam-end test setup to study the bond behavior of reinforcement in concrete after fire. Materials and Structures, (51)1:13, Springer, 2018. [PUMA: ubs_20002 unibibliografie ubs_10014 ubs_10002 ubs_30029 wos mult ubs_40043]
Monotonic tests on masonry elements with different angles of inclination of the bed joints under uniaxial compression. International Journal of Masonry Research and Innovation, (4)3:243-264, Inderscience Publishers, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Montage bei tiefen Temperaturen - Einfluss auf das Tragverhalten chemischer Dübel. Beton- und Stahlbetonbau, (110)6:394-401, WILEY-VCH, 2015. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Nachträgliche Bewehrungsanschlüsse : Vorschriften - Grundlagen für ihre sichere Verwendung?. Beton- und Stahlbetonbau, (115)7:523-531, Ernst & Sohn, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Nonlinear spring modelling approach for concrete edge breakout failure of shear loaded anchorages of arbitrary configurations. Engineering structures, (279):115608, Elsevier, 2023. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Normung im Bauwesen : Quo vadis?. Beton- und Stahlbetonbau, (115)9:641, Ernst & Sohn, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Numerical study on closely spaced anchor groups of identical configurations under centric tension loading. Engineering structures, (224):111245, Elsevier, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
On the thermal spalling mechanism of reactive powder concrete exposed to high temperature: Numerical and experimental studies. International journal of heat and mass transfer, (98):493-507, Elsevier, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Post-installed reinforcing bars : Requirements for their reliable use. Developments in the built environment, (5)March:100040, Elsevier, 2021. [PUMA: ubs_20002 unibibliografie oa ubs_10002 ubs_30029 wos ubs_40043]
Pryout capacity of headed stud anchor groups with stiff base plate : 3D finite element analysis. Structural Concrete, (21)3:905-916, Ernst & Sohn, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Pryout failure capacity of single headed stud anchors. Materials and structures, (49)5:1775-1792, Springer, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Pryout failure of single headed stud anchor: 3D numerical FE analysis. Materials and structures, (49)11:4551-4563, Springer, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Qualification and design of anchor channels with channel bolts according to the new EN 1992-4 and ACI 318. Structural Concrete, (21)1:94-106, Ernst & Sohn, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Re-evaluation of existing tests on RC connections using post-installed reinforcing bars. Engineering Structures, (209):109970, Elsevier Science, 2020. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Recommendation of RILEM TC 256-SPF on the method of testing concrete spalling due to fire : material screening test. Materials and structures, (56)9:164, Springer, 2023. [PUMA: ubs_20002 unibibliografie ubs_10014 ubs_10002 ubs_30029 wos mult ubs_40043]
Seismisches Verhalten und Ertüchtigungen von Stahlbetonrahmenkonstruktionen unter besonderer Berücksichtigung von Rahmenknoten : experimentelle und numerische Untersuchungen. Vorträge zum Deutschen Bautechnik-Tag, 34:61-62, Eigenverlag, Berlin, 2015. [PUMA: ubs_20002 unibibliografie ubs_10002 hp ubs_30029 ubs_40043]
Spring modelling approach for evaluation and design of tension loaded anchor groups in case of concrete cone failure. Engineering Structures, (197):109414, Elsevier Science, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
State-Of-The-Art Review on the Bond Properties of Corroded Reinforcing Steel Bar. Construction and Building Materials, (213):216-233, Elsevier, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Strength and ductility of innovative hybrid NSM reinforced and FRP confined short RC columns under axial compression. Composite structures, (176):205-216, Elsevier, 2017. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Strengthening of anchor channels on the concrete surface. ce/papers, (6)1:494-505, Wiley, 2023. [PUMA: f2023 ubs_20002 unibibliografie oa ubs_10002 hybrid transform ubs_30029 oafonds ubs_40043]
Structural and Climate Performance Indicators in Service Life Prediction of Concrete Bridges in Multi-Hazard Environment. In Robby Caspeele, Luc Taerwe, und Dan M. Frangopol (Hrsg.), 6th International Symposium on Life-Cycle Civil Engineering (IALCCE), 1701-1707, Taylor & Francis Group, 2019. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Testing of Anchors and Reinforcing Bars in Concrete under Cyclic Crack Movements. Journal of testing and evaluation, (45)4:1326-1337, American Society for Testing and Materials, 2017. [PUMA: ubs_20002 unibibliografie ubs_10001 ubs_30029 wos ubs_40043]
The bond behavior between concrete and corroded steel bar under repeated loading. Engineering structures, (140):390-405, Elsevier, 2017. [PUMA: ubs_20002 unibibliografie ubs_10001 ubs_30029 wos mult ubs_40044 ubs_40043]
The influence of continuing reinforcement on the load capacity of a RC beam previously exposed to high temperatures. Građevinar, (68)12:967-978, Croatian Association of Civil Engineers, 2016. [PUMA: ubs_20002 unibibliografie ubs_10002 ubs_30029 wos ubs_40043]
Verschiebungsverhalten von Hinterschnittdübeln unter Zuglast bei Rissöffnen und -schließen : Vergleich von Einzeldübelversuchen und großmaßstäblichen Erdbebenversuchen. Beton- und Stahlbetonbau, (115)1Ernst & Sohn, 2020. [PUMA: ubs_20002 unibibliografie ubs_10014 ubs_10002 ubs_30029 wos mult ubs_40043]