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CONCRETE TECHNOLOGYwww.cpi-worldwide.com CPI %u2013 Concrete Plant International %u2013 1 | 2026[7] J. Yu, C. Lu, Y. Chen und K. Leung, %u201eExperimental determination of crack-bridging constitutive relations of hybrid-fiber Strain-Hardening Cementitious Composites using Digital image Processing,%u201c Construction and Building Materials, Bd. 173, pp. 359-367, 2018. [8] I. Curosu, V. Mechtcherine und O. Millon, %u201eEffect of fiber properties and matrix composition on the tensile behavior of strain-hardening cement-based composites (SHCCs) subject to impact loading,%u201c Cement and Concrete Research, Bd. 82, pp. 23-35, 2016. [9] J. L%u00f3pez, P. Serna, J. Navarro-Gregori und H. Coll, %u201eA simplified fivepoint inverse analysis method to determine the tensile properties of uhpfrc from unnotched four-point bending tests,%u201c Composites Part B, 2016. [10] M. Strack, %u201eModellbildung zum rissbreitenabh%u00e4ngigen Tragverhalten von Stahlfaserbeton unter Biegebeanspruchung,%u201c in Dissertation, Bochum, Lehrstuhl und Institut f%u00fcr Stahlbeton- und Spannbetonbau Institut f%u00fcr Konstruktiven Ingenieurbau Ruhr-Universit%u00e4t Bochum, 2007. [11] N. Bretschneider, %u201eInverse Analyse zur Ermittlung der bruchmechanischen Eigenschaften entfestigender und verfestigender zementgebundener Werkstoffe,%u201c in Dissertation, Dresden, Institut f%u00fcr Baustoffe Fakult%u00e4t Bauingenieurwesen Technische Universit%u00e4t Dresden, 2010. [12] V. Mechtcherine und J. Schultze, Ultra-ductile concrete with short fibres- Development Testing Applications, Stuttgart: ibidem-Verlag, 2005. [13] Deutscher Ausschuss f%u00fcr Stahlbeton e. V. - DAfStb, DAfStb-Richtlinie Stahlfaserbeton, Berlin: Beuth Verlag, 2021. [14] Carl Zeiss GOM Metrology GmbH, %u201eInspect Correlate (ARAMIS) Basic Training Software 2023,%u201c in Training metrology@zeiss.com, Braunschweig, Carl Zeiss GOM Metrology GmbH, 2020, p. Braunschweig.[15] Japan Concrete Institute Standard, %u201eMethod of test for bending moment-curvature curve of fiber-reinforced cementitious composites,%u201c Journal of Advanced Concrte Technology, Bd. 4, Nr. No. 1, pp. 73 - 78, 2006. [16] F. Baby, %u201eContribution %u00e0 l%u2019identification et la prise en compte du comportement en traction des BFUP %u00e0 l%u2019%u00e9chelle de la structure,%u201c in Memoire de these de doctorat, IFSTTAR, 2012. [17] Federal Highway Administration - FHWA, %u201eFigure 51. Graph. UHPC equivalent bending stress versus strain and crack-opening,%u201c in Tension Testing of Ultra-High Performance Concrete, Georgetown Pike, Federal Highway Administration - FHWA, 2019, p. 89.[18] E. Parant und P. Rossi, %u201eDamage Mechanisms Analysis of a Multi-Scale Fibre Reinforced Cement-Based Composite Subjected to Impact and Fatigue Loading Conditions,%u201c Cement and Concrete Research, Bd. 38, Nr. 3, pp. 413-421, 2008. [19] M. Maalej und L. V. C., %u201eFlexural/tensile-strengh Ratio in engineered cementitious composites,%u201c Journal of Materials in Civil Engineering, Bd. Vol. 6, Nr. 4, pp. 513 - 528, 1994. [20] S. Qian und V. C. Li, %u201eSimplified Inverse Method for Determining the Tensile Strain Capacity of Strain Hardening Cementitious Composites,%u201c Journal of Advanced Concrete Technology, Bd. 5, Nr. 2, pp. 235-245, June 2007. [21] T. Kanakubo, %u201eTensile Characteristics Evaluation Method for Ductile Fiber-Reinforced Cementitious Composites,%u201c Journal of Advanced Concrete Technology, Bd. 4, pp. 3-17, March 2006. [22] F. Baby, B. Graybeal, P. Marchand und F. Toutlemonde, %u201eProposed flexural test method and associated inverse analysis for ultra-high-performance Fiber-reinforced concrete,%u201c ACI Materials Journal, Bd. 109, Nr. 5, pp. 545-556, 2012. FURTHER INFORMATIONIAB %u2013 Institut f%u00fcr Angewandte Bauforschung Weimar gGmbH %u00dcber der Nonnenwiese 199428 Weimar, Germany T +49 3643 86840 kontakt@iab-weimar.de www.iab-weimar.de