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Flexural Behavior of Hybrid Composite Beam (HCB) Bridges

Advances in materials science and engineering, 2019-01, Vol.2019, p.1-13

2019

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Research on the Compression Behavior of Steel Reinforced Concrete Columns With Built-in Steel Tubes

International Journal of STEEL STRUCTURES, 2020, 20(4), , pp.1319-1326

2020

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Effect of accelerated curing regimes on high volume Fly ash mixtures in precast manufacturing plants

Cement and concrete research, 2020-05, Vol.131, p.105913, Article 105913

2020

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Numerical modeling of the effects of impact conditions, foundation stiffness, and cable pretension on the behavior of high-tension guard cable systems

Engineering failure analysis, 2024-11, Vol.165, p.108692, Article 108692

2024

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Strengthening of Reinforced-Concrete Beams in Shear with a Fabric-Reinforced Cementitious Matrix

Journal of composites for construction, 2017-10, Vol.21 (5)

2017

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Pseudo-static cyclic loading comparison of reinforced masonry walls strengthened with FRCM or NSM FRP

Construction & building materials, 2018-04, Vol.167, p.482-495

2018

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Fatigue and Flexural Behavior of Reinforced-Concrete Beams Strengthened with Fiber-Reinforced Cementitious Matrix

Journal of composites for construction, 2017-02, Vol.21 (1)

2017

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Durability properties of cleaner cement mortar with by-products of tire recycling

Journal of cleaner production, 2019-03, Vol.213, p.1135-1146

2019

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Experimental and Analytical Approach for Prediction of Out-of-Plane Capacity of Reinforced Masonry Walls Strengthened with Externally Bonded FRP Laminate

Journal of composites for construction, 2019-08, Vol.23 (4)

2019

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Shear behavior of full-scale high volume fly ash-self consolidating concrete (HVFA-SCC) beams

Construction & building materials, 2017-12, Vol.157, p.161-171

2017

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Prediction of compressive strength and evaluation of different theoretical standards and proposed models of brick columns confined with FRP, FRCM, or SRG system

Case Studies in Construction Materials, 2023-07, Vol.18, p.e01875, Article e01875

2023

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Hybrid Composite Beam Bridge Superstructure Design Considerations for Thermal Gradient

Journal of composites for construction, 2018-06, Vol.22 (3)

2018

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Durability of Hybrid Composite Beam Bridges Subjected to Various Environmental Conditioning

Journal of composites for construction, 2016-12, Vol.20 (6)

2016

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Thermal characterization of cleaner and eco-efficient masonry units using sustainable aggregates

Journal of cleaner production, 2017-11, Vol.165, p.980-993

2017

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Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the US. I: Selected Bridges, Bar Extraction, and Concrete Assessment

Journal of composites for construction, 2021-04, Vol.25 (2)

2021

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Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the US. II: GFRP Bar Assessment

Journal of composites for construction, 2021-04, Vol.25 (2)

2021

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Erratum for “Fatigue and Flexural Behavior of Reinforced-Concrete Beams Strengthened with Fiber-Reinforced Cementitious Matrix” by Zena R. Aljazaeri and John J. Myers

Journal of composites for construction, 2017-12, Vol.21 (6)

2017

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Flexural and Shear Behavior of Reinforced Concrete Members Strengthened with a Discrete Fiber-Reinforced Polyurea System

Journal of composites for construction, 2013-02, Vol.17 (1), p.108-116

2013

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Durability performance of RC beams strengthened with epoxy injection and CFRP fabrics

Construction & building materials, 2007-06, Vol.21 (6), p.1182-1190

2007

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Flexural Fatigue Behavior of Reinforced Concrete Beams Strengthened with FRP Fabric and Precured Laminate Systems

Journal of composites for construction, 2006-10, Vol.10 (5), p.433-442

2006

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Fatigue Performance of CFRP Strengthened RC Beams under Environmental Conditioning and Sustained Load

Journal of composites for construction, 2009-04, Vol.13 (2), p.93-102

2009

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An Experimental Study on Bond Strength of Reinforcing Steel in Self-Consolidating Concrete

International Journal of Concrete Structures and Materials, 2012, 6(3), 16, pp.187-197

2012

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Effect of High-Volume Fly Ash on Shear Strength of Concrete Beams

Transportation research record, 2013, Vol.2342 (1), p.1-9

2013

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Evaluation of bond performance of glass fiber rebars embedded in sustainable concrete

Journal of cleaner production, 2021-02, Vol.282, p.124516, Article 124516

2021

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A novel and effective anchorage system for enhancing the flexural capacity of RC beams strengthened with FRCM composites

Composite structures, 2019-02, Vol.210, p.20-28

2019

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1 – 25 von 2.967

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Flexural Behavior of Hybrid Composite Beam (HCB) Bridges

Research on the Compression Behavior of Steel Reinforced Concrete Columns With Built-in Steel Tubes

Effect of accelerated curing regimes on high volume Fly ash mixtures in precast manufacturing plants

Numerical modeling of the effects of impact conditions, foundation stiffness, and cable pretension on the behavior of high-tension guard cable systems

Strengthening of Reinforced-Concrete Beams in Shear with a Fabric-Reinforced Cementitious Matrix

Pseudo-static cyclic loading comparison of reinforced masonry walls strengthened with FRCM or NSM FRP

Fatigue and Flexural Behavior of Reinforced-Concrete Beams Strengthened with Fiber-Reinforced Cementitious Matrix

Durability properties of cleaner cement mortar with by-products of tire recycling

Experimental and Analytical Approach for Prediction of Out-of-Plane Capacity of Reinforced Masonry Walls Strengthened with Externally Bonded FRP Laminate

Shear behavior of full-scale high volume fly ash-self consolidating concrete (HVFA-SCC) beams

Prediction of compressive strength and evaluation of different theoretical standards and proposed models of brick columns confined with FRP, FRCM, or SRG system

Hybrid Composite Beam Bridge Superstructure Design Considerations for Thermal Gradient

Durability of Hybrid Composite Beam Bridges Subjected to Various Environmental Conditioning

Thermal characterization of cleaner and eco-efficient masonry units using sustainable aggregates

Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the US. I: Selected Bridges, Bar Extraction, and Concrete Assessment

Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the US. II: GFRP Bar Assessment

Erratum for “Fatigue and Flexural Behavior of Reinforced-Concrete Beams Strengthened with Fiber-Reinforced Cementitious Matrix” by Zena R. Aljazaeri and John J. Myers

Flexural and Shear Behavior of Reinforced Concrete Members Strengthened with a Discrete Fiber-Reinforced Polyurea System

Durability performance of RC beams strengthened with epoxy injection and CFRP fabrics

Flexural Fatigue Behavior of Reinforced Concrete Beams Strengthened with FRP Fabric and Precured Laminate Systems

Fatigue Performance of CFRP Strengthened RC Beams under Environmental Conditioning and Sustained Load

An Experimental Study on Bond Strength of Reinforcing Steel in Self-Consolidating Concrete

Effect of High-Volume Fly Ash on Shear Strength of Concrete Beams

Evaluation of bond performance of glass fiber rebars embedded in sustainable concrete

A novel and effective anchorage system for enhancing the flexural capacity of RC beams strengthened with FRCM composites

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