Numerical Study of Concrete
Concrete is one of the most widely used construction material in the word today. The research in concrete follows the environment impact, economy, population and advanced technology. This special issue presents the recent numerical study for research in concrete. The research topic includes the fini...
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| Year of Publication: | 2022 |
| Language: | English |
| Physical Description: | 1 electronic resource (438 p.) |
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| 245 | 1 | 0 | |a Numerical Study of Concrete |
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| 520 | |a Concrete is one of the most widely used construction material in the word today. The research in concrete follows the environment impact, economy, population and advanced technology. This special issue presents the recent numerical study for research in concrete. The research topic includes the finite element analysis, digital concrete, reinforcement technique without rebars and 3D printing. | ||
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| 653 | |a cementitious composite | ||
| 653 | |a nano-SiO2 | ||
| 653 | |a PVA fiber | ||
| 653 | |a durability evaluation | ||
| 653 | |a adaptive neuro-fuzzy inference system | ||
| 653 | |a aggregate type | ||
| 653 | |a specimen shape | ||
| 653 | |a specimen size | ||
| 653 | |a compressive strength | ||
| 653 | |a concrete mechanical properties | ||
| 653 | |a concrete composites | ||
| 653 | |a waste metalised polypropylene fibres | ||
| 653 | |a durability | ||
| 653 | |a sulphate and acid attacks | ||
| 653 | |a palm oil fuel ash | ||
| 653 | |a fiber-reinforced concrete | ||
| 653 | |a blast resistance | ||
| 653 | |a lattice discrete particle model-fiber | ||
| 653 | |a damage mode | ||
| 653 | |a contact detonation | ||
| 653 | |a concrete brick | ||
| 653 | |a FGD gypsum | ||
| 653 | |a construction and demolition waste | ||
| 653 | |a oil palm trunks | ||
| 653 | |a sugarcane bagasse ash | ||
| 653 | |a sensitivity analysis | ||
| 653 | |a gene expression programming | ||
| 653 | |a multiple linear and non-linear regression | ||
| 653 | |a green concrete | ||
| 653 | |a concrete-filled steel tube (CFST) | ||
| 653 | |a axial capacity | ||
| 653 | |a genetic engineering programming (GEP) | ||
| 653 | |a Euler's buckling load | ||
| 653 | |a GEP-based model | ||
| 653 | |a calcium silicate hydrate | ||
| 653 | |a simulation | ||
| 653 | |a concrete | ||
| 653 | |a corrosion inhibitor | ||
| 653 | |a grand canonical Monte Carlo method | ||
| 653 | |a molecular dynamics | ||
| 653 | |a adsorption | ||
| 653 | |a coupled RBSM and solid FEM model | ||
| 653 | |a PBL shear connector | ||
| 653 | |a shear strength | ||
| 653 | |a lateral pressures | ||
| 653 | |a failure mechanism | ||
| 653 | |a bamboo-reinforced concrete (BRC) | ||
| 653 | |a stiffness prediction | ||
| 653 | |a artificial neural network (ANN) | ||
| 653 | |a radioactive waste | ||
| 653 | |a long-term performance | ||
| 653 | |a degradation | ||
| 653 | |a modeling | ||
| 653 | |a finite element analysis | ||
| 653 | |a mechanical properties | ||
| 653 | |a mechanisms | ||
| 653 | |a diffusion | ||
| 653 | |a material properties | ||
| 653 | |a sodium alginate | ||
| 653 | |a basalt fiber | ||
| 653 | |a temperature | ||
| 653 | |a impact resistance | ||
| 653 | |a pre-packed aggregate fibre-reinforced concrete | ||
| 653 | |a strength | ||
| 653 | |a long-term shrinkage | ||
| 653 | |a microstructure | ||
| 653 | |a waste polypropylene fibres | ||
| 653 | |a cohesion | ||
| 653 | |a angle of shear deformation | ||
| 653 | |a Mohr-Coulomb model | ||
| 653 | |a induced tensile strength | ||
| 653 | |a concrete samples | ||
| 653 | |a Brazilian test | ||
| 653 | |a finite element method (FEM) | ||
| 653 | |a artificial neural networks | ||
| 653 | |a confined concrete | ||
| 653 | |a strength model | ||
| 653 | |a FRP | ||
| 653 | |a strain model | ||
| 653 | |a RMSE | ||
| 653 | |a forta fibers | ||
| 653 | |a synthetic fibers | ||
| 653 | |a hybrid fiber reinforced concrete | ||
| 653 | |a constitutive modeling | ||
| 653 | |a uniaxial test | ||
| 653 | |a slump test | ||
| 653 | |a pore structure | ||
| 653 | |a water absorption | ||
| 653 | |a MIP | ||
| 653 | |a fractal dimension | ||
| 653 | |a pore connectivity | ||
| 653 | |a T-shaped reinforced concrete beams | ||
| 653 | |a CFRP | ||
| 653 | |a numerical analysis | ||
| 653 | |a non-destructive test (NDT) | ||
| 653 | |a elastic wave | ||
| 653 | |a air-entrained rubberized concrete | ||
| 653 | |a stress-strain curve | ||
| 653 | |a concrete failure | ||
| 653 | |a damage of material | ||
| 653 | |a effective modulus of elasticity | ||
| 653 | |a effective stress | ||
| 653 | |a hybrid-fiber-reinforced concrete | ||
| 653 | |a shaft lining | ||
| 653 | |a numerical simulation | ||
| 653 | |a orthogonal test | ||
| 653 | |a ultimate capacity | ||
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