PROJECT

GRANTEE

PROJECT AREA

GRANT #

AWARD AMOUNT

GRANT PERIOD

GRANT STATUS

PRINCIPAL INVESTIGATORS

INDUSTRY CHAMPIONS

CPF ALLIES

RESEARCH PURPOSE

RESEARCH DELIVERABLES

Reinforced Concrete Coupling Beams with High-Strength Steel Bars

University of Kansas

Structural Engineering

03-17

$150,000

January 2017 - October 2018

In Progress

Andres Lepage, Ph.D

Ramon Gilsanz – Gilsanz Murray Steficek
Dave Fields – MKA
Dominic Kelly – SGH
Conrad Paulson – WJE

American Concrete Institute (ACI), Concrete Reinforcing Steel Institute (CRSI)

Reinforced concrete coupling beams, often used with special structural walls, have a large deformation capacity if detailed in accordance with ACI 318-14. These beams are typically difficult to construct due to congestion of the reinforcement, which can limit their design strength. Verification of the performance of coupling beams with HSS used as diagonal, longitudinal, and transverse reinforcement could allow for greater nominal shear and flexural strengths for given beam dimensions.

Progress Report 1
Progress Report 2
Progress Report 3
Draft Final Report
Final Report

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