Rudi Seracino

Determining Prestress Losses, Residual Capacity, and Degradation from Testing of Prestressed Concrete Bridge Girders after 56 Years of Service

Journal of Bridge Engineering, 30(2).

Fiber-reinforced polymer materials and systems to enhance the resilience of critical bridge infrastructure

International Congress and Expo on Civil and Structural Engineering (EUROCIVIL2024). Presented at the International Congress and Expo on Civil and Structural Engineering (EUROCIVIL2024), Edinburgh, Scotland.

Impact of Confinement on Bar Anchorage in Relocated Plastic Hinges

ACI Structural Journal, 121(3), 57–68.

Lessons from Dr. Paul Zia

Lucier, G., Rizkalla, S., & Seracino, R. (2024, January). Aspire: The Concrete Bridge Magazine, 50–51.

Strut-and-tie design of disturbed regions utilizing internal FRP reinforcement: A state-of-the-art review

(ACI Special Publication No. SP-360; pp. 817–826).

Behavior of large diameter carbon fiber anchors

Construction and Building Materials, 394, 132174.

Fiber-reinforced-polymer reinforced and prestressed concrete: A new, but no longer emerging, technology

Lucier, G., & Seracino, R. (2023, September). Aspire: The Concrete Bridge Magazine, 54–56.

Rapid Prestressed Concrete Retrofit with Prestressed Mechanically-Fastened Fiber-Reinforced Polymer: Field Performance and Observation for a Deteriorated Prestressed Concrete Bridge

Transportation Research Record: Journal of the Transportation Research Board, 2678(4), 804–818.

Superstructure load rating criteria and field applications of a prestressed mechanically-fastened fiber-reinforced polymer retrofit for deteriorated prestressed concrete beams

Innovative Concrete Bridge Research, Transportation Research Board Annual Meeting. Presented at the Transportation Research Board Annual Meeting, Washington, DC.

Determination of a Large-Diameter Carbon Fiber Anchor Capacity

10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), Vol. 198, pp. 1208–1215.

Repair and Strengthening of Timber Piles and Poles Using GFRP Shells Reinforced with Longitudinal GFRP Rebar and Transverse CF Strips

(Research and Development Technical Report No. RD-21-11).

Tensile Behavior of Large Diameter Carbon Fiber Anchors

10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), Vol. 198, pp. 1199–1207.

Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons

Composite Structures, 243, 112223.

Prestressed MF-FRP: Experimental Study of Rapid Retrofit Solution for Deteriorated Prestressed C-Channel Beams

Journal of Performance of Constructed Facilities, 35(1).

Anchor Bolt Patterns for Mechanically Fastened FRP Plates

Journal of Composites for Construction, 23(4).

Numerical simulation and experimental corroboration of galvanic corrosion of mild steel in synthetic concrete pore solution

CEMENT & CONCRETE COMPOSITES, 103, 263–278.

Analytical approach for global load-slip behaviour of FRP plates externally bonded to brittle substrates with anchors

COMPOSITES PART B-ENGINEERING, 160, 177–194.

CFRP shear strengthening system for steel bridge girders

ENGINEERING STRUCTURES, 175, 415–424.

Influence of geometry and fiber properties on rupture strain of cylindrical FRP jackets under internal ICE pressure

COMPOSITE STRUCTURES, 192, 173–183.

State-of-the-art review and future research directions for FRP-to-masonry bond research: Test methods and techniques for extraction of bond-slip behaviour

[Review of ]. CONSTRUCTION AND BUILDING MATERIALS, 183, 325–345.

Time-Dependent Tension-Stiffening Mechanics of Fiber-Reinforced and Ultra-High-Performance Fiber-Reinforced Concrete

Journal of Structural Engineering, 144(8), 04018122.

Reinforced Concrete Behavior, Research, Development, and Design through Partial-Interaction Mechanics

Journal of Structural Engineering, 143(7), 02517002.

Stress-strain response of A706 grade 80 reinforcing steel

Construction and Building Materials, 145, 292–302.

The effects of accelerated Freeze-Thaw conditioning on CFRP strengthened concrete with pre-existing bond defects

Construction and Building Materials, 163, 286–295.

An experimental study on bond-type anchorages for carbon fiber-reinforced polymer cables

CONSTRUCTION AND BUILDING MATERIALS, 106, 584–591.

Depth Detection of Bond Defects in Multilayered Externally Bonded CFRP-to-Concrete Using Pulse Phase Thermography

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 19(6).

Improved schmidt method for predicting temperature development in mass concrete

ACI Materials Journal, 112(4), 579–586.

Pulse phase thermography inspection of bond defects in environmentally conditioned FRP-to-concrete specimens

Structural health monitoring 2015: system reliability for verification and implementation, vols. 1 and 2, 424–431.

Modified Layered-Sectional Analysis for Forensic Investigation

JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 29(4).

Numerical Analysis of Strengthened Steel Stud Bearing Walls to Resist Disproportionate Collapse

Structures Congress 2014. Presented at the Structures Congress 2014.

Thermal Cracking of Mass Concrete Bridge Footings in Coastal Environments

Journal of Performance of Constructed Facilities, 29(6), 04014171.

Analytical Model for FRP-and-Steel-Confined Circular Concrete Columns in Compression

Journal of Composites for Construction, 18(3).

Investigation of Cold-Formed Steel Wall Reinforcement Systems to Resist Progressive Collapse

Structures Congress 2013. Presented at the Structures Congress 2013.

Rapid assessment of foundation scour using the dynamic features of bridge superstructure

CONSTRUCTION AND BUILDING MATERIALS, 50, 42–49.

Repair of Reinforced Concrete Bridge Columns Containing Buckled and Fractured Reinforcement by Plastic Hinge Relocation

Journal of Bridge Engineering, 19(8).

9th International Symposium on Fiber Reinforced Polymer (FRP) reinforcement for concrete structures

Advances in Structural Engineering, 15(4), I-.

Application of artificial neural networks to predict the bond strength of FRP-to-concrete joints

CONSTRUCTION AND BUILDING MATERIALS, 40, 812–821.

Bond Behavior between Basalt Fiber-Reinforced Polymer Sheet and Concrete Substrate under the Coupled Effects of Freeze-Thaw Cycling and Sustained Load

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 17(4), 530–542.

Bridge Scour Assessment Using Curvature of Horizontally Displaced Mode Shapes

In Topics in Modal Analysis II, Volume 6 (pp. 305–311).

Effect of Temperature on Daily Modal Variability of a Steel-Concrete Composite Bridge

JOURNAL OF BRIDGE ENGINEERING, 17(6), 979–983.

Case Study on the Restoration of Flexural Capacity of Continuous One-Way RC Slabs with Cutouts

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 15(6), 992–998.

FRP-strengthened RC slabs anchored with FRP anchors

ENGINEERING STRUCTURES, 33(4), 1075–1087.

Identifying damage locations under ambient vibrations utilizing vector autoregressive models and Mahalanobis distances

MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 26, 254–267.

Assessment of the Predictive Performance of Existing Analytical Models for Debonding of Near-Surface Mounted FRP Strips

ADVANCES IN STRUCTURAL ENGINEERING, 13(2), 299–308.

In-Plane Shear Behavior of Masonry Panels Strengthened with NSM CFRP Strips. I: Experimental Investigation

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 14(6), 754–763.

In-Plane Shear Behavior of Masonry Panels Strengthened with NSM CFRP Strips. II: Finite-Element Model

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 14(6), 764–774.

Influence of variations in concrete material properties on the serviceability of reinforced and prestressed concrete flexural members

ENGINEERING STRUCTURES, 33(1), 99–106.

Mechanical properties of kenaf fiber reinforced concrete

CONSTRUCTION AND BUILDING MATERIALS, 25(4), 1991–2001.

Natural fiber reinforced concrete: Microstructure, internal curing, and mechanical properties from nanoindentation and macroscopic testing

ASCE Engineering Mechanics Institute Conference.

Time-series models for identifying damage location in structural members subjected to ambient vibrations

Health monitoring of structural and biological systems 2010, pts 1 and 2, 7650.

Bond Behavior of Near-Surface Mounted FRP Strips Bonded to Modern Clay Brick Masonry Prisms: Influence of Strip Orientation and Compression Perpendicular to the Strip

Journal of Composites for Construction, 13(3), 169–178.

Bond behavior of near-surface mounted frp strips bonded to modern clay brick masonry prisms: Influence of strip orientation and compression perpendicular to the strip

Journal of Composites for Construction, 13(3), 169–178.

Bond behaviour of FRP-to-clay brick masonry joints

ENGINEERING STRUCTURES, 31(11), 2580–2587.

Mineral Filler Reinforcement for Commingled Recycled-Plastic Materials

JOURNAL OF APPLIED POLYMER SCIENCE, 112(6), 3470–3481.

Out-of-plane strength of brick masonry retrofitted with horizontal NSM CFRP strips

ENGINEERING STRUCTURES, 32(2), 547–555.

Damaged masonry walls in two-way bending retrofitted with vertical FRP strips

Construction & Building Materials, 23(4), 1591–1604.

Embedding NSM FRP plates for improved IC debonding resistance

Journal of Composites for Construction, 12(6), 635–642.

IC debonding of FRP NSM and EB retrofitted concrete: Plate and cover interaction tests

Journal of Composites for Construction, 12(2), 160–167.

Interfacial stress transfer of near surface-mounted FRP-to-concrete joints

ENGINEERING STRUCTURES, 30(7), 1861–1868.

Bond strength of near-surface mounted FRP strip-to-concrete joints

Journal of Composites for Construction, 11(4), 401–409.

Generic debonding resistance of EB and NSM plate-to-concrete joints

Journal of Composites for Construction, 11(1), 62–70.

IC debonding resistance of groups of FRP NSM strips in reinforced concrete beams

CONSTRUCTION AND BUILDING MATERIALS, 22(7), 1574–1582.

Study of intermediate crack debonding in adhesively plated beams

Journal of Composites for Construction, 11(2), 175–183.

Construction and Building Materials, 21(4), 695–696.

A generic design approach for EB and NSM longitudinally plated RC beams

Construction and Building Materials, 21(4), 697–708.

Partial-Interaction Fatigue Assessment of Continuous Composite Steel-Concrete Bridge Beams

Composite Construction in Steel and Concrete V. Presented at the Fifth International Conference on Composite Construction in Steel and Concrete.

Moment redistribution parametric study of CFRP, GFRP and steel surface plated RC beams and slabs

Construction and Building Materials, 20(1-2), 59–70.

The Gradual Formation of Hinges Throughout Reinforced Concrete Beams#

Mechanics Based Design of Structures and Machines, 33(3-4), 373–398.

Vertical shear interaction model between external FRP transverse plates and internal steel stirrups

Engineering Structures, 28(3), 381–389.

Full-range behavior of FRP-to-concrete bonded joints

Engineering Structures, 26(5), 553–565.

Moment redistribution in continuous plated RC flexural members. Part 1: neutral axis depth approach and tests

Engineering Structures, 26(14), 2197–2207.

Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approach

Engineering Structures, 26(14), 2209–2218.

Partial interaction stresses in continuous composite beams under serviceability loads

Journal of Constructional Steel Research, 60(10), 1525–1543.