Table of Contents
SP-257—1
Efficient Use of CFRP Stay-in-Place Form for Durable Concrete Bridge Decks
by L. Cheng and V.M. Karbhari
SP-257—2
Flexural Behavior of Hybrid Composite Girders for Bridge Construction
by A. Elmahdy, R. El-Hacha, and N. Shrive
SP-257—3
Wheel Load Distribution in Concrete Bridge Decks with FRP Stay-in-Place Forms.
by C.M. Foley, B. Wan, and J. Liu
SP-257—4
Investigation of a Structural FRP Stay-In-Place Form for a Prototype Military Bridge System
by J.P. Hanus, L.C. Bank, and M.G. Oliva
SP-257—5
Analytical Modeling of Concrete-Filled FRP Circular Tubes under Reversed Cyclic Bending.
by K. Helmi, A. Fam, and A. Mufti
SP-257—6
Compressive Behavior of Reinforced Concrete Filled FRP Tubes
by H. Mohamed and R. Masmoudi
SP-257—7
FRP Stay-in-Place Formwork for Floor and Deck Construction.
by M. Oliva, H. Bae, L. Bank, and J. Russell
SP-257—8
Flexural Behavior of Octaform™ Forming System
by A. Rteil, K. Soudki, and D. Richardson
SP-257—9
Seismic Behavior and Design of Reinforced Concrete Columns Confined with FRP Stay-in-Place Formwork
by M. Saatcioglu, T. Ozbakkaloglu, and G. Elnabelsy
SP-257—10
Wet-Bond of Concrete to FRP Formwork using Epoxy Adhesive.
by Z. Wu and Y. Shao
SP-257—11
Hybrid FRP Concrete Steel Double-Skin Tubular Columns: An Overview of Existing Research
by T. Yu, J.G. Teng, Y.L. Wong, and S.L. Dong