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A new method for pull out test of reinforcing bars in plain and fibre reinforced concrete - ScienceDirect
MASON C-RE Pure Epoxy Chemical Anchor - On Site Tensile Pull Out Test - YouTube
Pull-out test, 16 mm bar unconfined | Download Scientific Diagram
Experimental Study on Axial Pull-Out Behavior of Steel Rebars Glued-In Glubam | Journal of Materials in Civil Engineering | Vol 32, No 3
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Rebar Grips are suited for use in pullout testing.
Tensile Pull-Out Test performed on Rebar with MASON C-RE 585 - Fasten Enterprises– Construction Fastening Solutions
Pull-out and Critical Embedment Length of Grouted Rebar Rock Bolts-Mechanisms When Approaching and Reaching the Ultimate Load | SpringerLink
Scheme of the pull-out test and picture of the testing machine. | Download Scientific Diagram
Methodology for Testing Rebar-Concrete Bond in Specimens from Decommissioned Structures | International Journal of Concrete Structures and Materials | Full Text
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Pull-out test setup on cylindrical concrete specimen with embedded rebar. | Download Scientific Diagram
Pullout test apparatus | Matest
Digital Rebar Pull-Out Force Tester - Protection and Repair of Concrete Structures (NDT) Hardened Concrete Testing - Utest Material Testing Equipment
NatTest Lab Sdn. Bhd. - Reinforcement steel bar pull-out test. The tensile test of steel bar is the field test of the anchoring force. After 48-72 hours of rebar planting, the tension
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Inventions | Free Full-Text | An Experimental Investigation and Computer Modeling of Direct Tension Pullout Test of Reinforced Concrete Cylinder
Pullout Test Apparatus | Controls Group
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PULL-OUT TEST FOR STUDYING BOND STRENGTH IN CORROSION AFFECTED REINFORCED CONCRETE STRUCTURES - A REVIEW AUSZIEHTEST ZUR UNTERSU
REBAR/PULL OUT FORCE TEST - GEOTECHNICAL
Chapter 2 - Bond Behavior of Reinforcing Steel in Ultra-High Performance Concrete , October 2014 - FHWA-HRT-14-090
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Bond Slip Models for Uncorroded and Corroded Steel Reinforcement in Class-F Fly Ash Geopolymer Concrete | Journal of Materials in Civil Engineering | Vol 29, No 1