Inverse Analysis of R-UHPFRC Beams to Determine the Flexural Response under Service Loading and at Ultimate Resistance-Reference-Cited by-同舟云学术

Inverse Analysis of R-UHPFRC Beams to Determine the Flexural Response under Service Loading and at Ultimate Resistance

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sawicki Bartłomiej¹^ORCID,Brühwiler Eugen²,Denarié Emmanuel³

Affiliation:

1. Ex Ph.D. Student, Scientific Collabolator, Laboratory of Maintenance and Safety of Structures, Structural Engineering Institute, École Polytechnique Fédérale de Lausanne, CH-1015 Lausanne, Switzerland (corresponding author). ORCID: .

2. Professor, Head of Laboratory, Laboratory of Maintenance and Safety of Structures, Structural Engineering Institute, École Polytechnique Fédérale de Lausanne, CH-1015 Lausanne, Switzerland.

3. Senior Scientist, Laboratory of Maintenance and Safety of Structures, Structural Engineering Institute, École Polytechnique Fédérale de Lausanne, CH-1015 Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003239

Reference51 articles.

1. Adel M. K. Nagai and K. Matsumoto. 2019. “Simplified design approach of steel fiber reinforced concrete under flexural load.” In Proc. 10th Int. Conf. on Fracture Mechanics of Concrete and Concrete Structures. Bayonne France: International Association of Fracture Mechanics for Concrete and Concrete Structures. https://doi.org/10.21012/FC10.234838.

2. Ultra-high performance concrete: From fundamental to applications;Azmee N. M.;Case Stud. Constr. Mater.,2018

3. UHPFRC tensile behavior characterization: inverse analysis of four-point bending test results

4. Effect of casting flow defects on the crack propagation in UHPFRC thin slabs by means of stereovision Digital Image Correlation

5. Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength

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