Development and Implementation of Prefabricated Composite Jacketing for Bridge Retrofit

Structural Performance Testing of Composite-Jacketed Bridge Columns under Cyclic Loading

Rigid Insulation to Reduce Foundation Embedment

Evaluation of the ISOGRID Retaining Wall System
Prepared by the Highway Innovative Technology Evaluation Center, a CERF service center. This report presents the results of a HITEC evaluation of the...

Processing Induced Warpage in Composite Cylindrical Shells

Local Damage and Crack Growth in a Filled Polymeric Material

Progressive Damage Analysis of Glass-Reinforced Plastics (GRP) Panels under Extreme Transverse Pressure Loading

Determination of the Residual Stress Profile in a Thin Composite Part

Strategy for Efficient Field Implementation of Fiber-Reinforced Polymer (FRP) Composites: Partnership with Government, Academia, End-Users

Unit Cell Analysis of 3-D Graphitic Textile-Reinforced Polymer Matrix Composites

Advanced Composites for Cost-Effective Rehabilitation of Bridges

Partially Prestressed Concrete-Filled Fiber-Reinforced Polymer (FRP) Tubes

Evaluation of the SSL MSE PlusTM Retaining Wall System
Prepared by the Highway Innovative Technology Evaluation Center (HITEC), a CERF service center. This report describes a HITEC evaluation designed to...

Advances in Composite Materials and Mechanics
Recent advances in the development and use of composite materials have renewed interest in the applications of engineering mechanics in this growing field. This proceedings provides a...

Advancing Composites (Available in Structural Engineering Special Section only)
Advanced composites, particularly fiber-reinforced polymers, have received considerable attention from bridge owners over the last few years, as cost-effective, durable alternatives to...

Fiber-Reinforced Concrete (FRC) Containers Design to Ensure Impact Performance

Strengthening Beam-Column Joints with Composites

Failure of Composite Structures

Time-Dependent Effects in Prestressed Concrete Composite Bridge Members

Effect of Concrete Strength on the Behavior of RC Beams Subjected to Pure Torsion

 

 

 

 

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