Jialai Wang | University of Alabama - Tuscaloosa (original) (raw)

Jialai Wang

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Papers by Jialai Wang

Research paper thumbnail of A bio-inspired mineral precipitation method to improve the freeze-thaw resistance of cement concrete pavement

Journal of Cleaner Production

Research paper thumbnail of Pre-carbonation of calcium carbide slag for the preparation of eco-friendly mortars

Construction and Building Materials

Research paper thumbnail of Nanosilica in-situ produced with sodium silicate as a performance enhancing additive for concretes

Cement and Concrete Composites

Research paper thumbnail of Vitamin C, a Natural Multipurpose Admixture to Enhance the Eco-Efficiency of Blended Cements Containing Metakaolin

Research paper thumbnail of Densifying hydration products of alite by a bio-inspired admixture

Research paper thumbnail of Directly upcycling copper mining wastewater into a source of mixing water for the preparation of alkali-activated slag materials

Process Safety and Environmental Protection

Research paper thumbnail of A bio-inspired, plant-derived admixture for metakaolin blended cement mortars

Construction and Building Materials

Research paper thumbnail of A clean dispersant for nano-silica to enhance the performance of cement mortars

Journal of Cleaner Production

Research paper thumbnail of Improving the pore structure of perforated cenospheres for better internal curing performance

Research paper thumbnail of Eco-friendly treatment of carbon nanofibers in cementitious materials for better performance

Case Studies in Construction Materials

Research paper thumbnail of Eco-friendly treatment of recycled concrete fines as supplementary cementitious materials

Construction and Building Materials, 2022

Research paper thumbnail of A renewable admixture to enhance the performance of cement mortars through a pre-hydration method

Journal of Cleaner Production, 2022

Research paper thumbnail of A hybrid analytical–numerical approach for the determination of strain energy release rates in shear deformable functionally graded plates

Engineering Structures, 2022

Research paper thumbnail of Consolidating recycled concrete aggregates using phosphate solution

Construction and Building Materials, 2019

Research paper thumbnail of Earth and Space 2018

Earth and Space 2018, 2018

Research paper thumbnail of An analytical model for interfacial stresses in double-lap bonded joints

The Journal of Adhesion, 2018

Research paper thumbnail of Amending the thermo-mechanical response and mechanical properties of epoxy composites with silanized chopped carbon fibers

Composites Part A: Applied Science and Manufacturing, 2017

Research paper thumbnail of Theoretical model of adhesively bonded single lap joints with functionally graded adherends

Engineering Structures, 2016

Research paper thumbnail of Variational solution for the effect of vertical load on the lateral response of offshore piles

Research paper thumbnail of Characterization of Mode-II Fracture of Bi-Material Bonded Interfaces Using Tapered ENF Specimen

44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, 2003

An engineering approach for evaluating the shear-mode (Mode-II) fracture toughness of bi-material... more An engineering approach for evaluating the shear-mode (Mode-II) fracture toughness of bi-material bonded interfaces is presented. A tapered beam on elastic foundation model (TBEF) is developed to analyze and design a linear Tapered End-Notched Flexure (TENF) specimen for fracture tests of bonded interfaces. The TBEF model is verified numerically by finite element analysis and experimentally by compliance calibration tests, which demonstrate that the present model can accurately predict the compliance and compliance ratechange of the specimen, and with proper design, an approximate constant rate of compliance change with respect to crack length can be achieved. The proposed TENF specimen can be used for Mode-II fracture toughness evaluations with reasonable confidence in the linearity of compliance crack-length relationship. Simplified design guideline for the TENF specimen is correspondingly developed. As an application, the fracture of wood-wood and wood-composite bonded interfaces under Mode-II loading is experimentally evaluated using the proposed TENF specimen, and the corresponding values of critical strain energy release rate are obtained. The modeling technique and testing method presented can be efficiently used for characterization of Mode-II fracture of bonded bimaterial interfaces.

Research paper thumbnail of A bio-inspired mineral precipitation method to improve the freeze-thaw resistance of cement concrete pavement

Journal of Cleaner Production

Research paper thumbnail of Pre-carbonation of calcium carbide slag for the preparation of eco-friendly mortars

Construction and Building Materials

Research paper thumbnail of Nanosilica in-situ produced with sodium silicate as a performance enhancing additive for concretes

Cement and Concrete Composites

Research paper thumbnail of Vitamin C, a Natural Multipurpose Admixture to Enhance the Eco-Efficiency of Blended Cements Containing Metakaolin

Research paper thumbnail of Densifying hydration products of alite by a bio-inspired admixture

Research paper thumbnail of Directly upcycling copper mining wastewater into a source of mixing water for the preparation of alkali-activated slag materials

Process Safety and Environmental Protection

Research paper thumbnail of A bio-inspired, plant-derived admixture for metakaolin blended cement mortars

Construction and Building Materials

Research paper thumbnail of A clean dispersant for nano-silica to enhance the performance of cement mortars

Journal of Cleaner Production

Research paper thumbnail of Improving the pore structure of perforated cenospheres for better internal curing performance

Research paper thumbnail of Eco-friendly treatment of carbon nanofibers in cementitious materials for better performance

Case Studies in Construction Materials

Research paper thumbnail of Eco-friendly treatment of recycled concrete fines as supplementary cementitious materials

Construction and Building Materials, 2022

Research paper thumbnail of A renewable admixture to enhance the performance of cement mortars through a pre-hydration method

Journal of Cleaner Production, 2022

Research paper thumbnail of A hybrid analytical–numerical approach for the determination of strain energy release rates in shear deformable functionally graded plates

Engineering Structures, 2022

Research paper thumbnail of Consolidating recycled concrete aggregates using phosphate solution

Construction and Building Materials, 2019

Research paper thumbnail of Earth and Space 2018

Earth and Space 2018, 2018

Research paper thumbnail of An analytical model for interfacial stresses in double-lap bonded joints

The Journal of Adhesion, 2018

Research paper thumbnail of Amending the thermo-mechanical response and mechanical properties of epoxy composites with silanized chopped carbon fibers

Composites Part A: Applied Science and Manufacturing, 2017

Research paper thumbnail of Theoretical model of adhesively bonded single lap joints with functionally graded adherends

Engineering Structures, 2016

Research paper thumbnail of Variational solution for the effect of vertical load on the lateral response of offshore piles

Research paper thumbnail of Characterization of Mode-II Fracture of Bi-Material Bonded Interfaces Using Tapered ENF Specimen

44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, 2003

An engineering approach for evaluating the shear-mode (Mode-II) fracture toughness of bi-material... more An engineering approach for evaluating the shear-mode (Mode-II) fracture toughness of bi-material bonded interfaces is presented. A tapered beam on elastic foundation model (TBEF) is developed to analyze and design a linear Tapered End-Notched Flexure (TENF) specimen for fracture tests of bonded interfaces. The TBEF model is verified numerically by finite element analysis and experimentally by compliance calibration tests, which demonstrate that the present model can accurately predict the compliance and compliance ratechange of the specimen, and with proper design, an approximate constant rate of compliance change with respect to crack length can be achieved. The proposed TENF specimen can be used for Mode-II fracture toughness evaluations with reasonable confidence in the linearity of compliance crack-length relationship. Simplified design guideline for the TENF specimen is correspondingly developed. As an application, the fracture of wood-wood and wood-composite bonded interfaces under Mode-II loading is experimentally evaluated using the proposed TENF specimen, and the corresponding values of critical strain energy release rate are obtained. The modeling technique and testing method presented can be efficiently used for characterization of Mode-II fracture of bonded bimaterial interfaces.

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