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Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams Part II: Multi-Angle Truss Model

ACI structural journal, 2023-07, Vol.120 (4)

2023

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Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams—Part I: Automatic Stiffness Adjustment Technique

ACI structural journal, 2023-07, Vol.120 (4)

2023

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Bond Strength Model of Strand in Corrosion-Induced Cracking Concrete

ACI structural journal, 2020-11, Vol.117 (6)

2020

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Creep and shrinkage of lightweight self-consolidating concrete for prestressed members

Construction & building materials, 2018-04, Vol.167, p.205-215

2018

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Rotation-affected bond strength model between steel strand and concrete

Engineering structures, 2020-02, Vol.204, p.110060, Article 110060

2020

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Bond Behavior of Corroded Strand in Pretensioned Prestressed Concrete Beams

ACI structural journal, 2018-11, Vol.115 (6)

2018

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Destructive testing and computer modeling of a scale prestressed concrete I-girder bridge

Engineering structures, 2019-03, Vol.183, p.195-205

2019

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Development length of prestressing strands cast in lightweight self-consolidating concrete

Engineering structures, 2021-01, Vol.226, p.111393, Article 111393

2021

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Repair of Damaged Continuity Joints Using Ultra-High Performance, Fiber Reinforced Self-Consolidating, and Magnesium–Aluminum–Liquid–Phosphate Concretes

Applied sciences, 2022-12, Vol.12 (24), p.12775

2022

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Temperature Gradients in Bridge Concrete I-Girders under Heat Wave

Journal of bridge engineering, 2019-08, Vol.24 (8)

2019

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Closure to “Excessive Approach Pavement Pressure against Conventional Bridges”

Journal of performance of constructed facilities, 2024-12, Vol.38 (6)

2024

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Simple model for time-dependent bond transfer in pretensioned concrete using draw-in data

Engineering structures, 2018-04, Vol.160, p.546-553

2018

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Effect of aggregate and cementitious material on properties of lightweight self-consolidating concrete for prestressed members

Construction & building materials, 2015-06, Vol.85, p.91-99

2015

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Excessive Approach Pavement Pressure against Conventional Bridges

Journal of performance of constructed facilities, 2024-02, Vol.38 (1)

2024

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Characterization of Bond-Loss Failures in Pretensioned Concrete Girders

Journal of bridge engineering, 2017-04, Vol.22 (4)

2017

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Closure to “Influence of Lateral Movements of Approach Embankments on Bridges: A Case Study”

Journal of performance of constructed facilities, 2023-06, Vol.37 (3)

2023

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Strengthening a 20-Year-Old Post-Tensioned Concrete Box Beam with Double-Layer Prestressed Steel Wire Ropes

Journal of bridge engineering, 2018-11, Vol.23 (11)

2018

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Analysis of bond stress distribution for prestressing strand by Standard Test for Strand Bond

Engineering structures, 2014-08, Vol.72, p.152-159

2014

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Influence of Lateral Movements of Approach Embankments on Bridges: A Case Study

Journal of performance of constructed facilities, 2022-08, Vol.36 (4)

2022

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Determination of Bond Stress Distribution Coefficient by Maximum Likelihood Method

Journal of structural engineering (New York, N.Y.), 2016-05, Vol.142 (5)

2016

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Bond Stress-Slip Model for 0.6 in. (15.2 mm) Diameter Strand

ACI structural journal, 2015-09, Vol.112 (5)

2015

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Measured Transfer Lengths of 0.7 in. Strands for Pretensioned Beams

ACI structural journal, 2016-01, Vol.113 (1)

2016

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Prediction of development length from free-end slip in pretensioned concrete members

Magazine of concrete research, 2018-07, Vol.70 (14), p.714-725

2018

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Measured Development Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams

ACI structural journal, 2016-05, Vol.113 (3)

2016

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Evaluation of strand bond equations for prestressed members cast with self-consolidating concrete

Engineering structures, 2011-10, Vol.33 (10), p.2879-2887

2011

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Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams Part II: Multi-Angle Truss Model

Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams—Part I: Automatic Stiffness Adjustment Technique

Bond Strength Model of Strand in Corrosion-Induced Cracking Concrete

Creep and shrinkage of lightweight self-consolidating concrete for prestressed members

Rotation-affected bond strength model between steel strand and concrete

Bond Behavior of Corroded Strand in Pretensioned Prestressed Concrete Beams

Destructive testing and computer modeling of a scale prestressed concrete I-girder bridge

Development length of prestressing strands cast in lightweight self-consolidating concrete

Repair of Damaged Continuity Joints Using Ultra-High Performance, Fiber Reinforced Self-Consolidating, and Magnesium–Aluminum–Liquid–Phosphate Concretes

Temperature Gradients in Bridge Concrete I-Girders under Heat Wave

Closure to “Excessive Approach Pavement Pressure against Conventional Bridges”

Simple model for time-dependent bond transfer in pretensioned concrete using draw-in data

Effect of aggregate and cementitious material on properties of lightweight self-consolidating concrete for prestressed members

Excessive Approach Pavement Pressure against Conventional Bridges

Characterization of Bond-Loss Failures in Pretensioned Concrete Girders

Closure to “Influence of Lateral Movements of Approach Embankments on Bridges: A Case Study”

Strengthening a 20-Year-Old Post-Tensioned Concrete Box Beam with Double-Layer Prestressed Steel Wire Ropes

Analysis of bond stress distribution for prestressing strand by Standard Test for Strand Bond

Influence of Lateral Movements of Approach Embankments on Bridges: A Case Study

Determination of Bond Stress Distribution Coefficient by Maximum Likelihood Method

Bond Stress-Slip Model for 0.6 in. (15.2 mm) Diameter Strand

Measured Transfer Lengths of 0.7 in. Strands for Pretensioned Beams

Prediction of development length from free-end slip in pretensioned concrete members

Measured Development Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams

Evaluation of strand bond equations for prestressed members cast with self-consolidating concrete

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