Materials and Structures

Papers
(The TQCC of Materials and Structures is 7. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-04-01 to 2024-04-01.)
ArticleCitations
Understanding the carbonation of concrete with supplementary cementitious materials: a critical review by RILEM TC 281-CCC125
Clay calcination technology: state-of-the-art review by the RILEM TC 282-CCL70
Hardened properties and durability of large-scale 3D printed cement-based materials65
Application of super absorbent polymers (SAP) in concrete construction—update of RILEM state-of-the-art report65
High temperature resistance of fly ash/GGBFS-based geopolymer mortar with load-induced damage51
Evaluation of tensile strength degradation of GFRP rebars in harsh alkaline conditions using non-linear genetic-based models49
Innovative compound-type anchorage system for a large-diameter pultruded carbon/glass hybrid rod for bridge cable47
RETRACTED ARTICLE: Influence of crumb rubber particle sizes on rutting, low temperature cracking, fracture, and bond strength properties of asphalt binder46
Compressive behavior of large rupture strain (LRS) FRP-confined square concrete columns: experimental study and model evaluation45
Interlaboratory study on rheological properties of cement pastes and reference substances: comparability of measurements performed with different rheometers and measurement geometries43
Tensile behaviour identification in Ultra-High Performance Fibre Reinforced Cementitious Composites: indirect tension tests and back analysis of flexural test results41
The impact of calcite impurities in clays containing kaolinite on their reactivity in cement after calcination38
Concrete confinement with TRM versus FRP jackets at elevated temperatures36
RILEM TC 277-LHS report: a review on the mechanisms of setting and hardening of lime-based binding systems35
Report of RILEM TC 267-TRM phase 3: validation of the R3 reactivity test across a wide range of materials32
Recommendation of RILEM TC 264 RAP on the evaluation of asphalt recycling agents for hot mix asphalt31
Report of RILEM TC 267-TRM phase 2: optimization and testing of the robustness of the R3 reactivity tests for supplementary cementitious materials30
RILEM TC 247-DTA round robin test: sulfate resistance, alkali-silica reaction and freeze–thaw resistance of alkali-activated concretes30
Experimental analysis of nailed LBL-to-LBL connections loaded parallel to grain29
Fatigue fracture of fibre reinforced concrete in flexure29
External strengthening of reinforced concrete beam with opening by bamboo fiber reinforced composites29
Development of user-friendly kernel-based Gaussian process regression model for prediction of load-bearing capacity of square concrete-filled steel tubular members28
Recommendations for handling bitumen prior to FTIR spectroscopy28
RILEM Standard: testing methods for determination of the double-K criterion for crack propagation in concrete using wedge-splitting tests and three-point bending beam tests, recommendation of RILEM TC28
Influence of epoxy soybean oil modified nano-silica on the compatibility of cold-mixed epoxy asphalt28
Resistance of fly ash geopolymer binders to organic acids28
Experimental pull-out tests and design indications for strength anchors installed in masonry walls27
A nondestructive guided wave propagation method for the characterization of moisture-dependent viscoelastic properties of wood materials27
Average molecular structure models of unaged asphalt binder fractions27
Shear strengthening of reinforced concrete beams with high strength strain-hardening cementitious composites (HS-SHCC)26
Suitability of metakaolin-based geopolymers for underwater applications26
Enhancing thixotropy and structural build-up of alkali-activated slag/fly ash pastes with nano clay25
Magnesium oxychloride boards: understanding a novel building material25
The effect of superabsorbent polymers on the mitigation of plastic shrinkage cracking of conventional concrete, results of an inter-laboratory test by RILEM TC 260-RSC25
Characterization and modelling of creep and recovery behaviour of waterborne epoxy resin modified bitumen emulsion24
Autogenous and drying shrinkage of mortars based on Portland and calcium sulfoaluminate cements23
Production temperatures and mechanical performance of rubberized asphalt mixtures modified with two warm mix asphalt (WMA) additives23
Fracture properties and impact resistance of self-compacting fiber reinforced concrete (SCFRC)22
Experimental study of concrete beams reinforced with hybrid bars (SFCBs and BFRP bars)22
Experimental and theoretical evidence for the load sequence effect in the compressive fatigue behavior of concrete21
Structural behaviour of CFRP reinforced concrete members under bending and shear loads21
Possibility of using different types of Egyptian serpentine as fine and coarse aggregates for concrete production21
Exploring the brittleness and fractal characteristics of basalt fiber reinforced concrete under impact load based on the principle of energy dissipation20
Improving toughness of epoxy asphalt binder with reactive epoxidized SBS20
A comparative study on shrinkage characteristics of graphene oxide (GO) and graphene nanoplatelets (GNPs) modified alkali-activated slag cement composites20
Novel conductive wearing course using a graphite, carbon fiber, and epoxy resin mixture for active de-icing of asphalt concrete pavement20
Hydration and mixture design of calcined clay blended cements: review by the RILEM TC 282-CCL20
Investigation of the effectiveness of graphene/polyvinyl alcohol on the mechanical and electrical properties of cement composites20
Compatibilization and toughness modification of linear aliphatic epoxy compound on paving epoxy asphalt19
The ratio of shear to elastic modulus of in-plane loaded masonry19
Properties and occurrence of clay resources for use as supplementary cementitious materials: a paper of RILEM TC 282-CCL19
Effect of dry–wet ratio on pore-structure characteristics of fly ash concrete under sulfate attack18
M&S highlight: Limbachiya, et al. (2000), Use of recycled aggregate in high-strength concrete18
Rejuvenation effect evaluation and mechanism analysis of rejuvenators on aged asphalt using molecular simulation18
Determination of complex modulus gradients of flexible pavements using falling weight deflectometer and artificial intelligence18
Analysis of MSCR test results for asphalt binders with improved accuracy18
Irradiation-induced damage in concrete-forming aggregates: revisiting literature data through micromechanics18
Effective methodology of sustainability assessment of concrete mixtures18
Influence of the printing direction and age on the mechanical properties of 3D printed concrete17
RILEM TC 277-LHS report: lime-based mortars for restoration–a review on long-term durability aspects and experience from practice17
Torsion-shear behaviour at the interfaces of rigid interlocking blocks in masonry assemblages: experimental investigation and analytical approaches17
Bond behavior of iron-based shape memory alloy reinforcing bars embedded in concrete17
Experimental and theoretical study of GFRP hoops and spirals in hybrid fiber reinforced concrete short columns17
Load-deformation behaviour of weft-knitted textile reinforced concrete in uniaxial tension16
Glulam columns made of European beech timber: compressive strength and stiffness parallel to the grain, buckling resistance and adaptation of the effective-length method according to Eurocode 516
Effect of chloride-induced corrosion on the bond behaviors between steel strands and concrete16
Compressive behaviour of fired-clay brick and lime mortar masonry components in dry and wet conditions16
Influence of cellulose nanofibrils on the rheology, microstructure and strength of alkali activated ground granulated blast-furnace slag: a comparison with ordinary Portland cement16
Characterization of the shear-thinning behavior of asphalt binders with consideration of yield stress16
Use of fine aggregate matrix to analyze the rheological behavior of cold recycled materials16
Chloride binding in concrete: recent investigations and recognised knowledge gaps: RILEM Robert L’Hermite Medal Paper 202116
Flexural strengthening of reinforced concrete beam using a natural fibre reinforced polymer laminate: an experimental and numerical study16
A comparative study for fatigue characterization of asphalt binder using the linear amplitude sweep test16
Assessing alkali-activated concrete performance in chloride environments using NT Build 49216
The influence of calcium sulfate content on the hydration of belite-calcium sulfoaluminate cements with different clinker phase compositions16
Improved microwave heating uniformity and self-healing properties of steel slag asphalt containing ferrite filler16
Prediction and model development for fatigue performance of pervious concrete made with over burnt brick aggregate16
Do chemistry and rheology follow the same laboratory ageing trends in bitumen?16
Diagonal compression testing of masonry panels with irregular texture strengthened with inorganic composites15
Full-scale testing of adhesively bonded timber-concrete composite beams15
Microstructural behavior of the low-temperature cracking and self-healing of asphalt mixtures based on the discrete element method15
Experimental evaluation and modelling of early-age basic tensile creep in high-performance concrete15
Characterization tests for predicting the mechanical performance of SFRC floors: identification of fibre distribution and orientation effects15
Influence of additives on poured earth strength development15
Self-centering walls strengthening by high-performance concrete: a feasibility study15
Compatibility of sunflower oil with asphalt binders: a way toward materials derived from renewable resources15
Self-healing of bio-cementitious mortar incubated within neutral and acidic soil15
Retrofitting unreinforced masonry by steel fiber reinforced mortar coating: uniaxial and diagonal compression tests15
Steel fibers for replacing minimum reinforcement in beams under torsion15
Influence of polymer structure and amount on microstructure and properties of polyethylene-modified asphalt binders14
Validation of alternative methodologies by using capillarity in the determination of porosity parameters of cement-lime mortars14
Mechanical and durability characteristics of pervious concrete reinforced with mechanically recycled carbon fiber composite materials14
Comparing durability of steel reinforced grout (SRG) and textile reinforced mortar (TRM) for structural retrofitting14
Experimental and theoretical study of bond behaviour between FRP bar and high-volume fly ash-self-compacting concrete14
Impact of leaching on chloride ingress profiles in concrete14
Research on the high temperature performance of asphalt pavement based on field cores with different rutting development levels14
Effect of moisture movement on the tensile stress–strain behavior of SHCC with alkali treated curauá fiber14
Activator-related effects of sodium hydroxide storage solution in standard testing of fly ash geopolymer mortars for alkali–silica reaction13
Glass transitions in bituminous binders13
The interplay between corrosion and cracks in reinforced concrete beams with non-uniform reinforcement corrosion13
Effect of rejuvenator type and dosage on rheological properties of short-term aged binders13
Experimental characterization of natural fibre–soil interaction: lessons for earthen construction13
Experimentally based parameters applied to concrete damage plasticity model for strain hardening cementitious composite in sandwich pipes13
Effects of load-induced micro-cracks on chloride penetration resistance in different types of concrete13
Effect of carbonates on the formation of magnesium silicate hydrates13
Development of a rheology-based mixture aging model for asphalt material cracking performance evaluation13
Influence of water removal techniques on the composition and microstructure of hardened calcium sulfoaluminate cement pastes13
Recommendations of RILEM TC 287-CCS: thermo-chemo-mechanical modelling of massive concrete structures towards cracking risk assessment13
Moisture characteristics of warm mix asphalt containing reclaimed asphalt pavement (RAP) or steel slag13
Initiation of localized steel corrosion in alkaline sulfate solution13
Early-age creep behaviour of 3D printable mortars: Experimental characterisation and analytical modelling13
Comparison of thermal cracking potential evaluation criteria for mass concrete structures12
Characterization tests for predicting the mechanical performance of SFRC floors: design considerations12
Influence of fiber alignment on pseudoductility and microcracking in a cementitious carbon fiber composite material12
Effect of bio-stabilizers on capillary absorption and water vapour transfer into raw earth12
Analyzing the early structural build-up of accelerated cement pastes12
Enhancement of the bond behaviour between sand coated GFRP bar and normal concrete using innovative composite anchor heads12
Effect of early age drying shrinkage on the seismic response of RC structures12
Nanoscale viscoelastic characterization of asphalt binders using the AFM-nDMA test12
Steel fiber orientational distribution and effects on 3D printed concrete with coarse aggregate12
Assessing the effect of fillers on LVE properties of asphalt mastics at intermediate temperatures12
Fatigue–healing performance evaluation of asphalt mixture using four-point bending test12
Modification of recycled aggregate by spraying colloidal nano silica and silica fume12
Instant mechanical recovery of heat-damaged nanosilica-incorporated cement composites under various rehydrations procedures12
Bond durability between anchored GFRP bar and seawater concrete under offshore environmental conditions12
Abrasion resistance of ultra-high performance concrete with coarse aggregate11
A non destructive testing method for masonry by using UPV and cross validation procedure11
Fresh and hardened properties of self-compacting concrete containing recycled fine clay brick aggregates11
Dimensional stability of cement paste and concrete subject to early-age carbonation curing11
Oxidation of pyrite (FeS2) and troilite (FeS) impurities in kaolinitic clays after calcination11
Results of round-robin testing for determining the double-K fracture parameters for crack propagation in concrete: technical report of the RILEM TC265-TDK11
Effect of fiber hybridization on mechanical properties of concrete11
Nano-deterioration of steel passivation film: chloride attack in material defects11
Characterization of mortar–timber and timber–timber cyclic friction in timber floor connections of masonry buildings11
Asphalt mixture modification with a plastomeric compound containing recycled plastic: laboratory and field investigation11
Influence of seawater on alkali-activated slag concrete11
Experimental study and mechanism analysis on the basic mechanical properties of hydraulic basalt fiber asphalt concrete11
Influence of selected reactive oxygen species on the long-term aging of bitumen11
Improving concrete resistance to low temperature sulfate attack through carbonation curing11
Prediction of tensile strength of sawn timber: definitions and performance of indicating properties based on surface laser scanning and dynamic excitation11
Development of high strength recycled aggregate concrete-composite effects of fly ash, silica fume and rice husk ash as pozzolans11
Numerical simulation of crack paths in asphalt mixture using ordinary state-based peridynamics11
Thermo-rheological analysis of WMA-additive modified binders11
Influence of coarse aggregate settlement induced by vibration on long-term chloride transport in concrete: a numerical study10
Damage assessment of the in-service brick masonry structure using acoustic emission technique10
Recommendation of RILEM TC 258-AAA: RILEM AAR-10: determination of binder combinations for non-reactive mix design using concrete prisms–38 °C test method10
Slip rate effects and cyclic behaviour of textile-to-matrix bond in textile reinforced mortar composites10
Effect of fibre type and content on performance of bio-based concrete containing heat-treated apricot shell10
Experimental procedures for the mechanical characterization of composite reinforced mortar (CRM) systems for retrofitting of masonry structures10
Bond durability of epoxy and cement- bonded CFRP reinforcement to concrete interfaces subject to water immersion10
Tensile characterisation of bamboo strips for potential use in reinforced concrete members: experimental and numerical study10
Phosphate treatments for stone conservation: 3-year field study in the Royal Palace of Versailles (France)10
Seismic retrofit of deficient 3D RC beam–column joints using FRP and steel PT rods10
Improvement of recycled concrete aggregate using alkali-activated binder treatment10
Report of RILEM TC 281-CCC: outcomes of a round robin on the resistance to accelerated carbonation of Portland, Portland-fly ash and blast-furnace blended cements10
Self-sensing asphalt composite with carbon microfibers for smart weigh-in-motion10
The square root method for chloride ingress prediction—Applicability and limitations10
High-modulus and low-shrinkage hybrid-fiber reinforced engineered cementitious composites (ECC)10
Recyclability, durability and water vapour adsorption of unstabilised and stabilised compressed earth bricks9
Study on early-age tensile properties of high volume fly ash concrete9
Beneficiation of concrete wash water with carbon dioxide9
Degradation mechanism of cement mortar exposed to combined sulfate–chloride attack under cyclic wetting–drying condition9
Physicochemical properties of Portland cement/calcium aluminate cement/calcium sulfate ternary binder exposed to long-term deep-sea conditions9
Durability performance of binary and ternary blended cementitious systems with calcined clay: a RILEM TC 282-CCL, review9
Discrete element simulation on anti-rutting performance of PAC-13 pavement in urban roads9
The dispersing performances of polycarboxylate superplasticizer in cement pastes prepared with deionized water and seawater9
Influence of application method and number of applications of nanolime on the effectiveness of the Doulting limestone treatments9
The carbonation of a lime-treated soil: experimental approach9
Durability of self-healing cementitious systems with encapsulated polyurethane evaluated with a new pre-standard test method9
Influence of supplementary cementitious material and filler fineness on their reactivity in model systems and cementitious pastes9
Addition of ferrocyanide-based compounds to repairing joint lime mortars as a protective method for porous building materials against sodium chloride damage9
Effect of surface characteristics of asphalt pavement on ice-pavement adhesion9
Rapid heat-activated post-tensioning of damaged reinforced concrete girders with unbonded near-surface mounted (NSM) NiTiNb shape-memory alloy wires9
Experimental and numerical study on the tensile behaviours of wet joints in steel-UHPC composite decks using a novel tensile test setup9
Porewater compositions of Portland cement with and without silica fume calculated using the fine-tuned CASH+NK solid solution model9
Long-term field exposure of structural concretes in marine environment: state-of-the-art review by RILEM TC 289-DCM9
Performance assessment of asphalt mixtures produced with a bio-binder containing 30% of lignin9
Effect of saturation degree on chloride transport in mortars under two conditions: diffusion and continuous immersion8
Effect of dry–wet cycle aging on physical properties and chemical composition of SBS-modified asphalt binder8
EDX/XRD-based identification of micrometer-sized domains in scanning electron micrographs of fired clay8
The effect of paste composition, aggregate mineralogy and temperature on the pore solution composition and the extent of ASR expansion8
A multi-level investigation on the mechanical response of TRM-strengthened masonry8
Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate8
Yield stress measurement for earth-based building materials: the weighted plunger test8
Cracking characteristics and pore development in concrete due to physical attack8
Thermal, microscopic, and rheological characterization of rejuvenated asphalt binders8
Carbonation rate of alkali-activated concretes and high-volume SCM concretes: a literature data analysis by RILEM TC 281-CCC8
Effect of corner over-reinforcing strips on the compressive behaviour of TRM confined masonry columns8
Influential factors for double-K fracture parameters analyzed by the round robin tests of RILEM TC265-TDK8
Mechanical and durability properties of concrete subjected to early-age freeze–thaw cycles8
Full range temperature susceptibility of aged bitumen rejuvenated by polymer modified bio-derived rejuvenator8
Behaviour of an interface between pavement layers obtained using Digital Image Correlation8
Shear behaviour of hollow precast concrete-composite structures8
Calibration of a concrete damage plasticity model used to simulate the material components of unreinforced masonry reinforced concrete infill frames8
Bond strength of reinforcing bars in hybrid fiber-reinforced SCC with binary, ternary and quaternary blends of steel and PVA fibers8
Reactive transport modelling of concurrent chloride ingress and carbonation in concrete8
Reliability-based assessment of the partial factor for shear design of fibre reinforced concrete members without shear reinforcement8
The efficiency of recycled glass powder in mitigating the alkali-silica reaction induced by recycled glass aggregate in cementitious mortars8
Electric potential and current distribution in contaminated porous building materials under electrokinetic desalination8
Avalanches during flexure of early-age steel fiber reinforced concrete beams8
Report of RILEM TC 267—TRM: Improvement and robustness study of lime mortar strength test for assessing reactivity of SCMs8
Tensile behaviour of reinforced UHPFRC elements under serviceability conditions7
Salt frost attack on concrete: the combined effect of cryogenic suction and chloride binding on ice formation7
The theoretical basis of testing methods to determine double-K criterion for crack propagation in concrete: technical report of the RILEM TC265-TDK7
Probabilistic analysis of concrete cracking using stochastic finite element methods: application to nuclear containment buildings at early age7
External sulfate attack: comparison of several alternative binders7
Flow behavior of cementitious-like suspension with nano-Fe3O4 particles under external magnetic field7
Characterization of mechanical behavior and mechanism of hybrid fiber reinforced cementitious composites after exposure to high temperatures7
Optimizing natural fiber reinforced polymer strengthening of RC beams7
Durability of slag-blended cement due to U-phase instability in sulphate environment7
Effect of surface moisture on air-permeability kT and its correction7
Correction to: Understanding the carbonation of concrete with supplementary cementitious materials: a critical review by RILEM TC 281-CCC7
A pipeline for enhanced multimodal 2D imaging of concrete structures7
Self-healing properties of nano-montmorillonite-enhanced asphalt binders from the perspective of energetics and morphology7
Beneficiation of recycled concrete fines through accelerated carbonation7
Functional and environmental performance of plant-produced crumb rubber asphalt mixtures using the dry process7
Methods for characterising the steel–concrete interface to enhance understanding of reinforcement corrosion: a critical review by RILEM TC 262-SCI7
New methodology to analyze the steel–concrete bond in CFST filled with lightweight and conventional concrete7
Effect of short-term and long-term ageing on the elastic and creep behaviour of modified binder containing different SBS copolymer7
Evaluation of alkali–silica reaction damage in concrete by using acoustic emission signal features and damage rating index: damage monitoring on concrete prisms7
The interfacial effect of mineral filler to asphalt binder and its influence on asphalt aging behavior7
Influence of the composition of high-strength concrete and mortar on the compressive fatigue behaviour7
Influence of geometrical parameters on the splitting forces in textile-reinforced concrete7
Revisiting the iron-rich “ordinary Portland cement” towards valorisation of wastes: study of Fe-to-Al ratio on the clinker production and the hydration reaction7
Experimental study on the dynamic behaviour of expanded-shale lightweight concrete at high strain rate7
Reinforcement of cement paste by reduced graphene oxide: effect of dispersion state7
Influence of the specimen production and preparation on the compressive strength and the fatigue resistance of HPC and UHPC7
The potential impact of size effects on compressive strength for the estimation of the Young’s modulus of concrete7
Adhesion, rheology and temperature-adjusting performance of polyurethane-based solid–solid phase change asphalt mastics subjected to laboratory aging7
A comparative study on concrete slurry waste: performance optimization from the wet-milling process7
Simplified prediction of the time dependent deflection of SFRC flexural members7
Carbon nanotubes do not provide strong seeding effect for the nucleation of C3S hydration7
Proposed asphalt binder fatigue criteria for various traffic conditions using the LAS or the G-R parameters7
Experimental assessment of microwave heating assisted aggregate recycling from dried and saturated concrete7
Local Al network and material characterization of belite-calcium sulfoaluminate (CSA) cements7
Comparing different fatigue test methods at asphalt mastic level7
The hydration of fast setting spray binder versus (aluminum sulfate) accelerated OPC7
Use of Kramers–Kronig relations to construct the master curves of asphalt materials7
Influence of preparation methods on the performance of cold-mixed epoxy bitumen7
Hygrothermal simulation of building performance: data for Scottish masonry materials7
Effects of Ca(OH)2 on the reinforcement corrosion of sulfoaluminate cement mortar7
Triaxial mechanical behaviour of hybrid basalt–polypropylene fibre-reinforced concrete: The effect of micro-fibres at multi scale levels7
Recommendation of RILEM TC 258-AAA: RILEM AAR-11: determination of binder combinations for non-reactive mix design or the resistance to alkali-silica reaction of concrete mixes using concrete prisms −7
Effect of aggregate shape properties and binder’s adhesiveness to aggregate on results of compression and tension/compression tests on hot mix asphalt7
Estimating service life of reinforced concrete structures with binders containing silica fume and metakaolin under chloride environment: durability indicators and probabilistic assessment7
Shrinkage of blended cement concrete with fly ash or limestone calcined clay7
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