Testing of Materials and Elements in Civil Engineering (2nd Edition) Volume II
This reprint was proposed and organized as a means to present recent developments in the field of testing of materials and elements in civil engineering. For this reason, the articles highlighted in this editorial relate to different aspects of this topic, from building materials to building structu...
| Format: | eBook |
|---|---|
| Language: | English |
| Published: |
Basel
MDPI - Multidisciplinary Digital Publishing Institute
2023
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| Subjects: | |
| Online Access: | Open Access: DOAB: description of the publication Open Access: DOAB, download the publication |
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| 245 | 0 | 0 | |a Testing of Materials and Elements in Civil Engineering (2nd Edition) |b Volume II |
| 260 | |a Basel |b MDPI - Multidisciplinary Digital Publishing Institute |c 2023 | ||
| 300 | |a 1 online resource (616 p.) | ||
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| 506 | 0 | |a Open Access |f Unrestricted online access |2 star | |
| 520 | |a This reprint was proposed and organized as a means to present recent developments in the field of testing of materials and elements in civil engineering. For this reason, the articles highlighted in this editorial relate to different aspects of this topic, from building materials to building structures. The current trend in the development of materials testing in civil engineering is mainly concerned with the detection of flaws and defects in elements and structures using destructive, semidestructive, and nondestructive testing. | ||
| 540 | |a Creative Commons |f https://creativecommons.org/licenses/by/4.0/ |2 cc |u https://creativecommons.org/licenses/by/4.0/ | ||
| 546 | |a English | ||
| 650 | 7 | |a Conservation of buildings and building materials |2 bicssc | |
| 650 | 7 | |a History of engineering and technology |2 bicssc | |
| 650 | 7 | |a Technology: general issues |2 bicssc | |
| 653 | |a 100% rejuvenation | ||
| 653 | |a 3D textile composite | ||
| 653 | |a acoustic emission | ||
| 653 | |a acoustic emission method | ||
| 653 | |a acoustoelastic effect (AE) | ||
| 653 | |a activation | ||
| 653 | |a adhesive anchor | ||
| 653 | |a adhesive joint | ||
| 653 | |a air-content | ||
| 653 | |a air-entraining admixture | ||
| 653 | |a AOQ curve | ||
| 653 | |a arch | ||
| 653 | |a artificial neural networks | ||
| 653 | |a artificial weathering testing in civil engineering | ||
| 653 | |a artificially supported mining method | ||
| 653 | |a asphalt aging | ||
| 653 | |a assessment | ||
| 653 | |a assessment and verification of constancy of performance (AVCP) | ||
| 653 | |a austenitic steel | ||
| 653 | |a autoclaved aerated concrete masonry units (AAC) | ||
| 653 | |a automated inspection | ||
| 653 | |a axial compression test | ||
| 653 | |a backfill | ||
| 653 | |a backfill mining | ||
| 653 | |a Barkhausen noise | ||
| 653 | |a base material | ||
| 653 | |a Bayesian approach | ||
| 653 | |a beam-end connection | ||
| 653 | |a bender elements | ||
| 653 | |a bending | ||
| 653 | |a bio-rejuvenated additive | ||
| 653 | |a bond | ||
| 653 | |a bond strength | ||
| 653 | |a bond-slip law | ||
| 653 | |a buckling | ||
| 653 | |a buckling analysis | ||
| 653 | |a building material | ||
| 653 | |a building performance assessment | ||
| 653 | |a capillary active internal insulation | ||
| 653 | |a cement | ||
| 653 | |a cement lime mortar | ||
| 653 | |a cement-cellulose composites | ||
| 653 | |a ceramic tiles adhesive (CTA) | ||
| 653 | |a CFRP | ||
| 653 | |a CFRP grid | ||
| 653 | |a civil engineering | ||
| 653 | |a clay brick | ||
| 653 | |a clay bricks | ||
| 653 | |a clearance | ||
| 653 | |a climate condition | ||
| 653 | |a coating materials | ||
| 653 | |a columns | ||
| 653 | |a compressive strength | ||
| 653 | |a computed microtomography | ||
| 653 | |a concrete | ||
| 653 | |a concrete beam | ||
| 653 | |a concrete corrosion | ||
| 653 | |a concrete durability | ||
| 653 | |a concrete protection | ||
| 653 | |a concrete quality assessment | ||
| 653 | |a confining pressure | ||
| 653 | |a construction architecture material | ||
| 653 | |a construction materials | ||
| 653 | |a construction product | ||
| 653 | |a construction profiles | ||
| 653 | |a continuous RC slab | ||
| 653 | |a continuous wavelet transform | ||
| 653 | |a cracking mechanism | ||
| 653 | |a cross-correlation function | ||
| 653 | |a cumulative ringing count | ||
| 653 | |a damage constitutive model | ||
| 653 | |a damage detection | ||
| 653 | |a damage model | ||
| 653 | |a debonding | ||
| 653 | |a defects in the internal structure | ||
| 653 | |a deformation modulus | ||
| 653 | |a design | ||
| 653 | |a destructive force | ||
| 653 | |a DIC technique | ||
| 653 | |a discrete element method | ||
| 653 | |a dispersion curves | ||
| 653 | |a drying of soil | ||
| 653 | |a ductile fracture | ||
| 653 | |a dynamic analysis | ||
| 653 | |a effective length | ||
| 653 | |a equivalent model | ||
| 653 | |a estimating mechanical parameters | ||
| 653 | |a expansive clay | ||
| 653 | |a experiment | ||
| 653 | |a external thermal insulation systems | ||
| 653 | |a external walls | ||
| 653 | |a fatigue | ||
| 653 | |a fatigue prediction | ||
| 653 | |a fatigue resistance | ||
| 653 | |a FEM | ||
| 653 | |a FEM model | ||
| 653 | |a fiber | ||
| 653 | |a fibers | ||
| 653 | |a fibre cement boards | ||
| 653 | |a fibre-cement boards | ||
| 653 | |a field rut depth | ||
| 653 | |a fine-grain concrete | ||
| 653 | |a finite element analysis | ||
| 653 | |a finite element method | ||
| 653 | |a fire exposure | ||
| 653 | |a fire temperature | ||
| 653 | |a flexible wall permeameter | ||
| 653 | |a flexural strength | ||
| 653 | |a fracture mechanics | ||
| 653 | |a fracture surface | ||
| 653 | |a free-vibration analysis | ||
| 653 | |a freeze-thawing resistance | ||
| 653 | |a frequencies of acoustic emission signals | ||
| 653 | |a frequency domain | ||
| 653 | |a FRP | ||
| 653 | |a gap | ||
| 653 | |a geodesic dome | ||
| 653 | |a geosynthetic | ||
| 653 | |a global buckling | ||
| 653 | |a gradient boosting | ||
| 653 | |a GSI | ||
| 653 | |a guided waves | ||
| 653 | |a heat accumulation factor | ||
| 653 | |a heat flow meter method | ||
| 653 | |a high temperature | ||
| 653 | |a hybrid | ||
| 653 | |a hydraulic conductivity | ||
| 653 | |a hydrostatic stresses | ||
| 653 | |a hygrothermal simulation | ||
| 653 | |a industrial computed tomography | ||
| 653 | |a infill masonry wall | ||
| 653 | |a infrared thermography method | ||
| 653 | |a inter-laboratory comparisons (ILC) | ||
| 653 | |a interface | ||
| 653 | |a interlaboratory comparison (ILC) | ||
| 653 | |a large-scale model | ||
| 653 | |a LCR circuits | ||
| 653 | |a light detection and ranging (LiDAR) | ||
| 653 | |a light weight deflectometer | ||
| 653 | |a lime | ||
| 653 | |a load-bearing capacity | ||
| 653 | |a loading rate | ||
| 653 | |a longitudinal wave | ||
| 653 | |a looseness | ||
| 653 | |a low-temperature construction additive | ||
| 653 | |a machine learning | ||
| 653 | |a macro-strain mode | ||
| 653 | |a management | ||
| 653 | |a market surveillance | ||
| 653 | |a masonry | ||
| 653 | |a masonry structures | ||
| 653 | |a material durability | ||
| 653 | |a material microstructure | ||
| 653 | |a material property | ||
| 653 | |a material testing | ||
| 653 | |a measurements uncertainty (MU) | ||
| 653 | |a mechanical anchor | ||
| 653 | |a mechanical model | ||
| 653 | |a mechanical properties | ||
| 653 | |a mechanical properties of bonds | ||
| 653 | |a mechanical property | ||
| 653 | |a medium- and small-span bridges | ||
| 653 | |a micromechanics | ||
| 653 | |a microstructure | ||
| 653 | |a microstructure analysis | ||
| 653 | |a microwave heating | ||
| 653 | |a minor-destructive (MDT) techniques | ||
| 653 | |a mixture performance | ||
| 653 | |a modal analysis | ||
| 653 | |a modeling | ||
| 653 | |a modification mechanism | ||
| 653 | |a modules | ||
| 653 | |a moisture effects | ||
| 653 | |a mortar | ||
| 653 | |a mould risk | ||
| 653 | |a nanomodifier astralene | ||
| 653 | |a natural fibre-reinforced polymer composites | ||
| 653 | |a NDT | ||
| 653 | |a non-destructive (NDT) techniques | ||
| 653 | |a non-destructive testing | ||
| 653 | |a non-destructive tests | ||
| 653 | |a numerical analysis | ||
| 653 | |a numerical modelling | ||
| 653 | |a numerical simulation | ||
| 653 | |a OC curve | ||
| 653 | |a optimal design | ||
| 653 | |a orthogrid-stiffened panel | ||
| 653 | |a particle crushing | ||
| 653 | |a pavement | ||
| 653 | |a pavement performance | ||
| 653 | |a pavement structure | ||
| 653 | |a PCM | ||
| 653 | |a physical and mechanical properties | ||
| 653 | |a plastic deformation | ||
| 653 | |a plastic viscosity | ||
| 653 | |a plasticizing | ||
| 653 | |a polyurethane adhesive | ||
| 653 | |a porosity | ||
| 653 | |a post-installed anchors | ||
| 653 | |a pre-tensioned members | ||
| 653 | |a precast concrete products | ||
| 653 | |a prediction models | ||
| 653 | |a preparation method | ||
| 653 | |a prestressing force | ||
| 653 | |a proficiency testing (PT) | ||
| 653 | |a pull-out test | ||
| 653 | |a pullout resistance | ||
| 653 | |a quality | ||
| 653 | |a quality control | ||
| 653 | |a R-value | ||
| 653 | |a random forest | ||
| 653 | |a RC slab | ||
| 653 | |a ready-mixed concrete | ||
| 653 | |a rebound hammer | ||
| 653 | |a rebound value | ||
| 653 | |a reclaimed asphalt pavement | ||
| 653 | |a rectangular profile | ||
| 653 | |a recycled aggregate concrete | ||
| 653 | |a recycling | ||
| 653 | |a reduced-order plate model | ||
| 653 | |a regeneration mechanism | ||
| 653 | |a reinforced beam | ||
| 653 | |a reinforced earth | ||
| 653 | |a reliability | ||
| 653 | |a research | ||
| 653 | |a residual magnetic field | ||
| 653 | |a residual strength | ||
| 653 | |a resistance drilling | ||
| 653 | |a resonant pulse method | ||
| 653 | |a retrofit | ||
| 653 | |a rigid wall permeameter | ||
| 653 | |a risk analysis | ||
| 653 | |a RMR | ||
| 653 | |a road engineering | ||
| 653 | |a rock | ||
| 653 | |a S355 steel | ||
| 653 | |a saw-cut method | ||
| 653 | |a segment assembly | ||
| 653 | |a seismic analysis | ||
| 653 | |a seismic response | ||
| 653 | |a self-compacting concrete | ||
| 653 | |a self-stressed anti-washout concrete | ||
| 653 | |a SEM | ||
| 653 | |a semi-destructive tests | ||
| 653 | |a semi-flexible pavement | ||
| 653 | |a shear capacity | ||
| 653 | |a shear cracking | ||
| 653 | |a shear properties | ||
| 653 | |a shear wave velocity | ||
| 653 | |a slender bars | ||
| 653 | |a small clear specimens | ||
| 653 | |a soil structure | ||
| 653 | |a solid fired brick | ||
| 653 | |a stability | ||
| 653 | |a stairs | ||
| 653 | |a static load test | ||
| 653 | |a steel corrosion | ||
| 653 | |a steel fiber | ||
| 653 | |a steel fiber-reinforced concrete | ||
| 653 | |a steel fibers | ||
| 653 | |a steel fibre-reinforced concrete | ||
| 653 | |a steel fibres | ||
| 653 | |a steel plates | ||
| 653 | |a stiffness | ||
| 653 | |a stiffness increase | ||
| 653 | |a storage systems | ||
| 653 | |a strength | ||
| 653 | |a strength index | ||
| 653 | |a strength properties | ||
| 653 | |a strengthen | ||
| 653 | |a strengthening | ||
| 653 | |a stress wave | ||
| 653 | |a subgrade | ||
| 653 | |a sulfate attack | ||
| 653 | |a sustainable aggregate | ||
| 653 | |a sustainable concrete | ||
| 653 | |a temperature-based method | ||
| 653 | |a thermal measurements | ||
| 653 | |a thermal resistance | ||
| 653 | |a timber frame building | ||
| 653 | |a timber structures | ||
| 653 | |a TLS | ||
| 653 | |a torsional stiffness | ||
| 653 | |a triaxial testing | ||
| 653 | |a true stress-strain relationships | ||
| 653 | |a ultimate compressive strength | ||
| 653 | |a ultrasonic testing | ||
| 653 | |a ultrasonic tomography | ||
| 653 | |a ultrasonic wave | ||
| 653 | |a undrained strengthening | ||
| 653 | |a uniaxial tensile test | ||
| 653 | |a validation | ||
| 653 | |a variable cross-section | ||
| 653 | |a variational asymptotic method | ||
| 653 | |a vault | ||
| 653 | |a ventilated façade | ||
| 653 | |a ventilated facades | ||
| 653 | |a vibrations | ||
| 653 | |a visual grading | ||
| 653 | |a void growth | ||
| 653 | |a volcanic soil | ||
| 653 | |a volumetric properties | ||
| 653 | |a waste from enrichment of water-soluble ores | ||
| 653 | |a waste glass | ||
| 653 | |a waste sand properties | ||
| 653 | |a water content | ||
| 653 | |a wavelet transform | ||
| 653 | |a xCT | ||
| 653 | |a yield stress | ||
| 793 | 0 | |a DOAB Library. | |
| 856 | 4 | 0 | |u https://directory.doabooks.org/handle/20.500.12854/112449 |7 0 |z Open Access: DOAB: description of the publication |
| 856 | 4 | 0 | |u https://mdpi.com/books/pdfview/book/7562 |7 0 |z Open Access: DOAB, download the publication |