A design methodology for fibre reinforced concrete elements in serviceability conditions integrating tension softening and stiffening effects-Reference-Cited by-同舟云学术

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A design methodology for fibre reinforced concrete elements in serviceability conditions integrating tension softening and stiffening effects

Published:2024-07 Issue: Volume:311 Page:118199
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kaklauskas Gintaris,Sokolov Aleksandr,Barros Joaquim António Oliveira de

Publisher

Elsevier BV

Reference106 articles.

1. Cost-oriented analysis of fibre reinforced concrete column-supported flat slabs construction;Aidarov;J Build Eng,2022

2. Integrating hybrid reinforced concrete technology and advanced FEM-based numerical modelling for crack control in long concrete foundations without joints;Barros,2020

3. ACI 544.6R-15. Report on design and construction of steel fiber-reinforced concrete elevated slabs. ACI Committee 544, 2015. 38 p.

4. Current trends in economical concrete construction;Delahay;Part One: Floor Fram Lateral Syst Struct Mag,2007

5. On flow properties, fibre distribution, fibre orientation and flexural behaviour of FRC;Stähli;Mater Struct,2008

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Development of Sustainable and Innovative Manhole Covers in Fibre-Reinforced Concrete and GFRP Grating;Applied Sciences;2024-08-07

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