CEN TS 19102 ‐ Design values and material constants derived from tests

Abstract Prestressed membrane structures are designed using limit state design in conjunction with the partial factor concept in accordance with EN 1990; actions are taken according to EN 1991 and combinations of actions according to EN 1990. CEN/TS 19102:2023 [1] provides a European framework for the verification of membrane structures. At the same time, the mechanical material properties required for the analysis – stiffness parameters for numerical analysis and compensation values for cutting pattering as well as strengths as the basis for resistances for member and detail verifications – still have largely to be defined on a project‐specific basis or determined by testing. This applies to coated fabrics (PVC/PES, PTFE/glass) as well as for foils (ETFE). The paper classifies the mechanical tests referenced in CEN/TS 19102:2023 [1] and shows which parameters are typically derived from them. A focus is placed on determining stiffness parameters from biaxial tests (reference EN 17117‐1:2018 [2]) as well as strength parameters from short‐term uniaxial tensile tests (EN ISO 1421:2016 [3] or EN ISO 527‐3:2018 [4] with the normative Annexes of CEN/TS 19102:2023 [1]), including relevant detail specimens. Practical questions regarding the specification of biaxial test procedures (stress level, load history, cycles) and the evaluation of the measured data are discussed; by way of example, a least‐squares approach for identifying orthotropic stiffness parameters is presented. The aim is a transparent, reproducible basis for defining test requirements and deriving mechanical input values at the interfaces between all parties involved in the planning and execution process.

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ce/papers
Published
2026-09-30
DOI
https://doi.org/10.1002/cepa.71015
Primary Topic
Structural Analysis and Optimization
Type
article
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CEN TS 19102 ‐ Design values and material constants derived from tests

Bernd Stimpfle, Patrick Beck
ce/papers
Structural Analysis and Optimization
article

CEN TS 19102 ‐ Design values and material constants derived from tests

Bernd Stimpfle, Patrick Beck
article en

Abstract

Abstract Prestressed membrane structures are designed using limit state design in conjunction with the partial factor concept in accordance with EN 1990; actions are taken according to EN 1991 and combinations of actions according to EN 1990. CEN/TS 19102:2023 [1] provides a European framework for the verification of membrane structures. At the same time, the mechanical material properties required for the analysis – stiffness parameters for numerical analysis and compensation values for cutting pattering as well as strengths as the basis for resistances for member and detail verifications – still have largely to be defined on a project‐specific basis or determined by testing. This applies to coated fabrics (PVC/PES, PTFE/glass) as well as for foils (ETFE). The paper classifies the mechanical tests referenced in CEN/TS 19102:2023 [1] and shows which parameters are typically derived from them. A focus is placed on determining stiffness parameters from biaxial tests (reference EN 17117‐1:2018 [2]) as well as strength parameters from short‐term uniaxial tensile tests (EN ISO 1421:2016 [3] or EN ISO 527‐3:2018 [4] with the normative Annexes of CEN/TS 19102:2023 [1]), including relevant detail specimens. Practical questions regarding the specification of biaxial test procedures (stress level, load history, cycles) and the evaluation of the measured data are discussed; by way of example, a least‐squares approach for identifying orthotropic stiffness parameters is presented. The aim is a transparent, reproducible basis for defining test requirements and deriving mechanical input values at the interfaces between all parties involved in the planning and execution process.

ce/papersVol. 9(4-5)
Ingenieurgruppe IVV (Germany) (DE)
Sustainable cities and communities
Openalex Percentile: Top 18%
Structural Analysis and Optimization
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CEN TS 19102 ‐ Design values and material constants derived from tests — Bernd Stimpfle, Patrick Beck · ce/papers (2026) | TGRS Research Map | TGRS