PDF) Cyclic Bond-Slip Behavior of Partially Debonded Tendons for

$ 7.00

4.6
(395)
In stock
Description

Approximate Relationship for the Bond-Slip Using a Concrete Damage-Plastic Model

Bond Characterization of 17.8-mm (0.7-in.) Diameter Prestressing Strand, Journal of Bridge Engineering

Prestressed concrete design by Mebuild - Issuu

PDF] Local bond stress-slip relationships of deformed bars under generalized excitations : experimental results and analytical model

Chapter 2 - Summary of Major Findings, Design of FRP Systems for Strengthening Concrete Girders in Shear

PDF] Local bond stress-slip relationships of deformed bars under generalized excitations : experimental results and analytical model

Sustainability, Free Full-Text

Lateral behavior of rectangular concrete columns reinforced by partially debonded high-strength reinforcements based on a proposed equivalent stress block

Sustainability, Free Full-Text

Bond Characterization of 17.8-mm (0.7-in.) Diameter Prestressing Strand, Journal of Bridge Engineering

The Tension-Stiffening Contribution of NSM CFRP to the Behavior of Strengthened RC Beams. - Abstract - Europe PMC

RC structures cyclic behavior simulation with a model integrating plasticity, damage, and bond‐slip - Alfarah - 2018 - Earthquake Engineering & Structural Dynamics - Wiley Online Library

Precast Bent System for High Seismic Regions, Final Report