Valentin Ott
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Valentin Ott has a total of 19 co-authors. Here are the top co-authors by number of shared publications:
- Giovanni Pietro Terrasi
Empa, Swiss Federal Laboratories for Materials Science and Technology
7 shared publications - Mateusz Wyrzykowski
Empa, Swiss Federal Laboratories for Materials Science and Technology
3 shared publications - Pietro Lura
Empa, Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland
3 shared publications - Zafiris Triantafyllidis
Empa, Swiss Federal Laboratories for Materials Science and Technology
2 shared publications - Christian Affolter
Mechanical Systems Engineering Laboratory, Empa, Swiss Federal Laboratories for Materials Science and Technology, Überlandstrasse 129, CH-8600 Dübendorf, Switzerland
1 shared publication - Danijela Stankovic1 shared publication
Latest Publications
- Open Access
- 4 April 2026
- Published by Elsevier in Construction and Building Materials
- Vol. 522
Short- and long-term prestress transfer analysis of sand-coated CFRP tendons in HPC
- 4 April 2026
- Published by Elsevier in Construction and Building Materials
- Vol. 522
Open AccessShort- and long-term prestress transfer analysis of sand-coated CFRP tendons in HPC
- 8 February 2026
- Published by Springer Nature
- p. 1455-1465
Reuse of End-of-Life CFRP EBR Strips as Prestressing Reinforcement for Concrete Railway Sleepers
- 8 February 2026
- Published by Springer Nature
- p. 1455-1465
Reuse of End-of-Life CFRP EBR Strips as Prestressing Reinforcement for Concrete Railway Sleepers
- Open Access
- 19 November 2025
- Published by Elsevier in Measurement
- Vol. 259
Transverse stress effects on embedded fibre optic sensors
- 19 November 2025
- Published by Elsevier in Measurement
- Vol. 259
Open AccessTransverse stress effects on embedded fibre optic sensors
- Open Access
- 24 June 2025
- Published by Elsevier in Cement and Concrete Composites
- Vol. 163
Experimental and numerical study of strain distributions and shear lag effects in FRP tendon pull-out experiments
- 24 June 2025
- Published by Elsevier in Cement and Concrete Composites
- Vol. 163
Open AccessExperimental and numerical study of strain distributions and shear lag effects in FRP tendon pull-out experiments
- Open Access
- 16 October 2024
- Published by Elsevier in Composites Science and Technology
- Vol. 258
Experimental and numerical investigations on the tensile response of pin-loaded carbon fibre reinforced polymer straps
- 16 October 2024
- Published by Elsevier in Composites Science and Technology
- Vol. 258
Open AccessExperimental and numerical investigations on the tensile response of pin-loaded carbon fibre reinforced polymer straps
- Open Access
- 21 April 2024
- Published by Elsevier in Composites Part C: Open Access
- Vol. 14
Tensile behavior of unidirectional thick-Ply all-carbon hybrid laminates: a systematic experimental and numerical study
- 21 April 2024
- Published by Elsevier in Composites Part C: Open Access
- Vol. 14
Open AccessTensile behavior of unidirectional thick-Ply all-carbon hybrid laminates: a systematic experimental and numerical study
- Open Access
Development of a Pretensioning Anchorage for Sand-Coated CFRP Tendons: Modeling and Validation
This paper presents a finite element (FE) analysis of an anchor for prestressing of sand-coated carbon-fiber-reinforced polymer (CFRP) tendons during the manufacturing of precast elements. This anchorage is temporary and removed after 2 to 7 days, when the pretensioning is released and the concrete is finally compressed. The investigated anchor consists of a conical metal barrel and three polymer wedges. The main tendon material properties are measured, compared with theoretical values and define the basis for the FE model. The latter considers both steps, pressing-in of the wedges and the subsequent loading of the tendon (diameter 7.5 mm). The relatively soft contact between polymer wedge and sand-coating is characterized experimentally and implemented with a pressure-overclosure condition. For the validation of the FE model, the strain distribution in the tendon is measured using fiber optical sensing. The therefore crucial process of fiber integration is described, and a novel approach is presented to uncover the optical fiber. The strain distribution of a sample with two anchors loaded in tension up to 80 kN is presented. The stress concentration at the front of the anchorage is highlighted. In addition, the finite element model is compared with the experiment, showing a good agreement of the strain distribution. A failure criterion according to Puck is finally implemented, which allows to assess potential fiber or interfiber failure.
Open AccessDevelopment of a Pretensioning Anchorage for Sand-Coated CFRP Tendons: Modeling and Validation
This paper presents a finite element (FE) analysis of an anchor for prestressing of sand-coated carbon-fiber-reinforced polymer (CFRP) tendons during the manufacturing of precast elements. This anchorage is temporary and removed after 2 to 7 days, when the pretensioning is released and the concrete is finally compressed. The investigated anchor consists of a conical metal barrel and three polymer wedges. The main tendon material properties are measured, compared with theoretical values and define the basis for the FE model. The latter considers both steps, pressing-in of the wedges and the subsequent loading of the tendon (diameter 7.5 mm). The relatively soft contact between polymer wedge and sand-coating is characterized experimentally and implemented with a pressure-overclosure condition. For the validation of the FE model, the strain distribution in the tendon is measured using fiber optical sensing. The therefore crucial process of fiber integration is described, and a novel approach is presented to uncover the optical fiber. The strain distribution of a sample with two anchors loaded in tension up to 80 kN is presented. The stress concentration at the front of the anchorage is highlighted. In addition, the finite element model is compared with the experiment, showing a good agreement of the strain distribution. A failure criterion according to Puck is finally implemented, which allows to assess potential fiber or interfiber failure.
- Open Access
Investigations on the Fatigue Behaviour of 3D-Printed Continuous Carbon Fibre-Reinforced Polymer Tension Straps
The focus of this research is an investigation on the fatigue behaviour of unidirectional 3D-printed continuous carbon fibre-reinforced polymer (CFRP) tension straps with a polyamide matrix (PA12). Conventionally produced tension straps are becoming established components in the mechanical as well as the civil engineering sector, e.g., as rigging systems for sailing boats and cranes and—recently introduced—as network arch bridge hangers. All these structures are subjected to high fatigue loads, and although it is commonly reported that carbon fibre-reinforced polymers show excellent fatigue resistance, there is limited understanding of the behaviour of CFRP loop elements under such loads, especially in combination with fretting at the attachment points. Research on this topic was performed at Empa in the past decade on thermoset CFRP straps, but never before with 3D-printed continuous CFRP straps with a thermoplastic matrix. This paper examines an additive manufacturing and post-consolidation method for producing the straps and presents initial results on their fatigue performance, which show that the fatigue endurance limit of the investigated 3D-printed and post-consolidated CFRP strap design is acceptable, when compared to steel tendons. However, it is still 20% lower than conventionally produced CFRP straps using out-of-autoclave unidirectional carbon fibre prepregs. The reasons for these findings and potential future improvements are discussed.
Open AccessInvestigations on the Fatigue Behaviour of 3D-Printed Continuous Carbon Fibre-Reinforced Polymer Tension Straps
The focus of this research is an investigation on the fatigue behaviour of unidirectional 3D-printed continuous carbon fibre-reinforced polymer (CFRP) tension straps with a polyamide matrix (PA12). Conventionally produced tension straps are becoming established components in the mechanical as well as the civil engineering sector, e.g., as rigging systems for sailing boats and cranes and—recently introduced—as network arch bridge hangers. All these structures are subjected to high fatigue loads, and although it is commonly reported that carbon fibre-reinforced polymers show excellent fatigue resistance, there is limited understanding of the behaviour of CFRP loop elements under such loads, especially in combination with fretting at the attachment points. Research on this topic was performed at Empa in the past decade on thermoset CFRP straps, but never before with 3D-printed continuous CFRP straps with a thermoplastic matrix. This paper examines an additive manufacturing and post-consolidation method for producing the straps and presents initial results on their fatigue performance, which show that the fatigue endurance limit of the investigated 3D-printed and post-consolidated CFRP strap design is acceptable, when compared to steel tendons. However, it is still 20% lower than conventionally produced CFRP straps using out-of-autoclave unidirectional carbon fibre prepregs. The reasons for these findings and potential future improvements are discussed.
- 9 December 2019
- Published by SAGE Publications in Journal of Intelligent Material Systems and Structures
- Vol. 31 (3) , 445-456
Investigation of an adaptive, hinge-less, and highly shear stiff structure for morphing skins
In this article, a novel shear stiff, hinge-less, and truss-like structure for morphing skins is presented and investigated. Adaptive skins are an essential component of morphing wings, which enable perimeter length changes with low deformation energy requirements and increase the efficiency of the morphing system. Based on fundamental considerations for morphing skins, a high shear to morphing stiffness ratio is targeted. The underlying deformation energies for compliant structures are evaluated and provide the basis for the developed geometry of the novel structure. The sizing parameters of the structure are optimized for shear stiffness and morphing stiffness by an evolutionary multi-objective optimization algorithm. A representative geometry is manufactured and tested to verify the nonlinear simulations for shear and morphing stiffness. Furthermore, various cover options forming the aerodynamic surface were investigated and compared in terms of out-of-plane deformations and for their interaction with the underlying structure. The chosen concept, comprising of the novel substructure and sliding covers, exhibits superior performance, reaching a shear to morphing stiffness ratio up to 300, while forming a closed aerodynamic surface.
- 9 December 2019
- Published by SAGE Publications in Journal of Intelligent Material Systems and Structures
- Vol. 31 (3) , 445-456
Investigation of an adaptive, hinge-less, and highly shear stiff structure for morphing skins
In this article, a novel shear stiff, hinge-less, and truss-like structure for morphing skins is presented and investigated. Adaptive skins are an essential component of morphing wings, which enable perimeter length changes with low deformation energy requirements and increase the efficiency of the morphing system. Based on fundamental considerations for morphing skins, a high shear to morphing stiffness ratio is targeted. The underlying deformation energies for compliant structures are evaluated and provide the basis for the developed geometry of the novel structure. The sizing parameters of the structure are optimized for shear stiffness and morphing stiffness by an evolutionary multi-objective optimization algorithm. A representative geometry is manufactured and tested to verify the nonlinear simulations for shear and morphing stiffness. Furthermore, various cover options forming the aerodynamic surface were investigated and compared in terms of out-of-plane deformations and for their interaction with the underlying structure. The chosen concept, comprising of the novel substructure and sliding covers, exhibits superior performance, reaching a shear to morphing stiffness ratio up to 300, while forming a closed aerodynamic surface.