Residual stress – strain relations inversely derived from experimental moment – curvature response of RC beams with fibres compared to the recommendations of design codes-Reference-Cited by-同舟云学术

Residual stress – strain relations inversely derived from experimental moment – curvature response of RC beams with fibres compared to the recommendations of design codes

Published:2021-12 Issue: Volume:34 Page:3363-3375
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Meskenas A.,Ramanauskas R.^ORCID,Sokolov A.^ORCID,Bacinskas D.,Kaklauskas G.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

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4. Derivation of the σ-w relationship for SFRC from prism bending tests;Amin;Struct Concrete,2015

5. Tensile stress-crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests;Abrishambaf;Cement Concrete Comp,2015

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