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Multiscale Coupled-Hygromechanistic Approach to the Life-Cycle Performance Assessment of Structural Concrete

https://doi.org/10.1061/(asce)mt.1943-5533.0000984
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17/17 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.

13 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 17 checked references that resolve
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Permeability of cracked concrete
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Time-Dependent Constitutive Model of Solidifying Concrete Based on Thermodynamic State of Moisture in Fine Pores
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General Theory of Three-Dimensional Consolidation
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Mechanics of Deformation and Acoustic Propagation in Porous Media
resolves10.3151/jact.9.73
Numerical Simulation on Shear Capacity and Post-Peak Ductility of Reinforced High-Strength Concrete Coupled with Autogenous Shrinkage
resolves10.3151/jact.1.215
On Engineered Cementitious Composites (ECC)
resolves10.1016/j.cemconres.2011.03.021
Long-term deformational simulation of PC bridges based on the thermo-hygro model of micro-pores in cementitious composites
resolves10.1108/EC-06-2012-0125
Rate‐dependent model of structural concrete incorporating kinematics of ambient water subjected to high‐cycle loads
resolves10.3151/jact.4.445
Three-Dimensional Fatigue Simulation of RC Slabs under Traveling Wheel-Type Loads
resolves10.1201/9781482288599
Multi-Scale Modeling of Structural Concrete
resolves10.1201/9781482288087
Non-Linear Mechanics of Reinforced Concrete
resolves10.3151/jact.10.47
An Investigation into the Long-Term Excessive Deflection of PC Viaducts by Using 3D Multi-scale Integrated Analysis
resolves10.1201/b15320-208
Investigation into cavitation as a cause of rate-dependent fatigue loss in submerged concrete members
resolves10.3151/jact.6.45
A New Concept for the Early Age Shrinkage Effect on Diagonal Cracking Strength of Reinforced HSC Beams
resolves10.1007/BF02486307
Fluid fracture interaction in pressurized reinforced concrete vessels
resolves10.1061/(ASCE)0733-9445(2000)126:2(235)
Water Pressure in Propagating Concrete Cracks
resolves10.1016/S0008-8846(97)00031-8
Permeability study of cracked concrete
The 13 references without a DOI — listed, not checked
no DOI — not checkedACI Publication, SP-41
no DOI — not checkedExcessive deflections of record-span prestressed box girder
no DOI — not checkedBurdet O. (2010). “Experience in the long-term monitoring of bridges.” Proc. 3rd fib Int. Congress Vol. 663 fib Wasington DC 108–113.
no DOI — not checkedDaly A. F. (2000). “Bridge management in Europe (BRIME): Modelling of deteriorated structures.” Bridge Management 4: Inspection Maintenance Assessment and Repair Thomas Telford London 552–559.
no DOI — not checkedCavitation and multiphase flow forum, ASME-FED
no DOI — not checkedHata Y. Onishi N. and Watanabe Y. (1993). “Creep behavior of prestressed concrete bridge over ten years.” Proc. FIP Symp. FIP Kyoto 305–310.
no DOI — not checkedKasper E. P. and Taylor R. L. (1997). “A mixed enhanced strain method –finite deformation problems.” Rep. No. UCB/SEMM-97/09 Dept. of Civil and Environmental Engineering Univ. of California at Berkeley Berkeley CA.
no DOI — not checkedLepech M. and Li V. C. (2005). “Water permeability of cracked cementitious composites.” Proc. Int. Conf. on Fracture Springer Turin.
no DOI — not checkedModeling of concrete performance—Hydration, microstructure formation and transport
no DOI — not checked‘Fatigue strength of RC-slabs of highway bridge by wheel running machine and influence of water on fatigue
no DOI — not checkedMitamura H. (2007). ‘Development of a high-performance economical ECC/steel plate deck Vol. 130 Civil Engineering Research Institute for Cold Regions Hokkaido.
no DOI — not checkedDocument No. 645
no DOI — not checkedBidirectional multiple cracking tests on HPFRCC plates
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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