Reference health

Mechanism of PVA fibers in mitigating explosive spalling of engineered cementitious composite at elevated temperature

https://doi.org/10.1016/j.cemconcomp.2018.07.015
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32/32 checkable references clean · checked 2026-07-23

Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.

9 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.

The 32 checked references that resolve
resolves10.1016/j.cemconcomp.2015.03.012
Development of durable spray-applied fire-resistive Engineered Cementitious Composites (SFR-ECC)
resolves10.1016/j.cemconcomp.2017.03.006
Effect of fine crack width and water cement ratio of SHCC on chloride ingress and rebar corrosion
resolves10.1016/j.cemconcomp.2017.07.010
Effects of autogenous healing on the recovery of mechanical performance of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs): Part 1
resolves10.1016/j.cemconcomp.2010.07.019
Behaviour of Strain-hardening Cement-based Composites (SHCC) under monotonic and cyclic tensile loading
resolves10.1617/s11527-017-1102-y
Experimental testing of reinforced concrete and reinforced ECC flexural members subjected to various cyclic deformation histories
resolves10.1617/s11527-013-0176-4
Strengthening masonry infill panels using engineered cementitious composites
resolves10.1617/s11527-012-9845-y
Durability of strain-hardening cement-based composites (SHCC)
resolves10.1016/j.conbuildmat.2014.07.052
Effect of elevated temperature on strain-hardening engineered cementitious composites
resolves10.1016/j.conbuildmat.2016.12.204
Fire resistance of strain hardening cementitious composite with hybrid PVA and steel fibers
resolves10.1016/j.cemconres.2012.08.011
Coupled strain rate and temperature effects on the tensile behavior of strain-hardening cement-based composites (SHCC) with PVA fibers
resolves10.1016/j.conbuildmat.2015.07.039
Thermal stability of PVA fiber strain hardening cement-based composites
resolves10.1016/j.cemconcomp.2013.09.019
Specimen size effect on the residual properties of engineered cementitious composites subjected to high temperatures
resolves10.1016/j.cemconres.2013.06.005
Permeability measurement on high strength concrete without and with polypropylene fibers at elevated temperatures using a new test setup
resolves10.1016/j.cemconres.2009.10.011
Temperature, pore pressure and mass variation of concrete subjected to high temperature — Experimental and numerical discussion on spalling risk
resolves10.1016/j.cemconres.2014.11.003
Real-time measurements of temperature, pressure and moisture profiles in High-Performance Concrete exposed to high temperatures during neutron radiography imaging
resolves10.1016/j.cemconcomp.2014.02.001
Reduction of fire spalling in high-performance concrete by means of superabsorbent polymers and polypropylene fibers
resolves10.1016/j.cemconcomp.2012.04.002
An experimental method for assessing the spalling sensitivity of concrete mixture submitted to high temperature
resolves10.1016/j.firesaf.2006.10.006
Critical factors governing the fire performance of high strength concrete systems
resolves10.1061/(ASCE)ST.1943-541X.0001981
Effectiveness of Polypropylene and Steel Fibers in Enhancing Fire Resistance of High-Strength Concrete Columns
resolves10.1016/j.cemconcomp.2018.02.014
Fire resistance of ultra-high performance strain hardening cementitious composite: Residual mechanical properties and spalling resistance
resolves10.1016/j.cemconres.2007.11.010
On the mechanism of polypropylene fibres in preventing fire spalling in self-compacting and high-performance cement paste
resolves10.1016/j.cemconres.2005.12.018
How do polypropylene fibers improve the spalling behavior of in-situ concrete?
resolves10.1680/macr.2007.00042
Polypropylene fibres in heated concrete. Part 2: Pressure relief mechanisms and modelling criteria
resolves10.1016/j.cemconres.2010.06.011
Synergistic effect of combined fibers for spalling protection of concrete in fire
resolves10.1016/j.firesaf.2004.02.004
Outcomes of a major research on fire resistance of concrete columns
resolves10.1016/j.conbuildmat.2010.06.085
Influence of high temperature on the properties of concretes made with industrial by-products as fine aggregate replacement
resolves10.1016/j.conbuildmat.2012.06.070
Study of mechanisms of explosive spalling in high-strength concrete at high temperatures using acoustic emission
resolves10.1016/j.cemconcomp.2017.03.001
Multi-response optimization of post-fire performance of strain hardening cementitious composite
resolves10.1016/j.cemconres.2005.07.006
Internal relative humidity distribution in high-performance cement paste due to moisture diffusion and self-desiccation
resolves10.1007/BF02472192
The determination of the permeability of concrete to oxygen by the Cembureau method—a recommendation
resolves10.1007/BF02482129
Permeability and pore structure evolution of silicocalcareous and hematite high-strength concretes submitted to high temperatures
resolves10.1016/j.ijheatmasstransfer.2014.11.075
Gas transport mode criteria in ultra-tight porous media
The 9 references without a DOI — listed, not checked
no DOI — not checkedAssessing mechanical properties and microstructure of fire-damaged engineered cementitious composites
no DOI — not checkedThe mode of action of polypropylene fibres in high performance concrete at high temperatures
no DOI — not checkedPulse-Echo monitoring of concrete damage and spalling during fire
no DOI — not checked10.1016/j.cemconcomp.2018.07.015_bib32
no DOI — not checked10.1016/j.cemconcomp.2018.07.015_bib33
no DOI — not checked10.1016/j.cemconcomp.2018.07.015_bib34
no DOI — not checked10.1016/j.cemconcomp.2018.07.015_bib36
no DOI — not checked10.1016/j.cemconcomp.2018.07.015_bib40
no DOI — not checked10.1016/j.cemconcomp.2018.07.015_bib41
What this badge says. CiteStamped means the CHECKABLE references of this work were clean at the dated check: each resolved to a known work in a public registry, and none carried a retraction notice at that time. It says nothing about the quality, findings, or importance of the work itself, and nothing about references deposited without a DOI.

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