Rudi Seracino

Behavior of large diameter carbon fiber anchors

CONSTRUCTION AND BUILDING MATERIALS, 394.

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

Lin, S.-H., McCoy, B. C. C., Lucier, G. W. W., Seracino, R., & Pierce, N. A. A. (2023, August 10). TRANSPORTATION RESEARCH RECORD, Vol. 8.

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.

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.

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

JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 35(1).

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

COMPOSITE STRUCTURES, 243.

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

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

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.

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.

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

Construction and Building Materials, 163, 286–295.

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.

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.

Modified Layered-Sectional Analysis for Forensic Investigation

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

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.

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).

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

Structures Congress 2014. Presented at the Structures Congress 2014.

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).

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.

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

Structures Congress 2013. Presented at the Structures Congress 2013.

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

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

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.

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

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

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.

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.

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.

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

ASCE Engineering Mechanics Institute Conference.

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

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

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.

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

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

Mineral Filler Reinforcement for Commingled Recycled-Plastic Materials

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

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.

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

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

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

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

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.

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.

Study of intermediate crack debonding in adhesively plated beams

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

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

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

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.

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

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

The Gradual Formation of Hinges Throughout Reinforced Concrete Beams#

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

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.