Flexural behavior and crack-damage mitigation of plain concrete beam with a strain-hardening cement composite (SHCC) layer at tensile region

• Published in: Composites. Part B, Engineering Vol. 45; no. 1; pp. 377 - 387
• Main Author: Yun, Hyun-Do
• Format: Journal Article
• Language: English
• Published: Kidlington Elsevier Ltd 01.02.2013; Elsevier
• Subjects: A. Fibers; A. Hybrid; Applied sciences; B. Damage tolerance; B. Mechanical properties; cement; Composites; Concretes; cracking; D. Mechanical testing; Exact sciences and technology; Flexural strength; Forms of application and semi-finished materials; freeze-thaw cycles; Freezing; Laminates; Melting; Modulus of rupture in bending; Physicochemistry of polymers; polyethylene; Polyethylenes; Polymer industry, paints, wood; polyvinyl alcohol; Strain hardening; Technology of polymers; thawing; Thickness; D. Mechanical testing; B. Mechanical properties; B. Damage tolerance; A. Fibers; A. Hybrid; Polyethylene; Synthetic fiber; Fiber reinforced material; Mechanical properties; Polymer; Composite material; Freeze thaw cycle; Bending strength; Polyvinylalcohol; Olefin polymer; Concrete; Repair; Strain hardening; Damaging
• ISSN: 1359-8368; 1879-1069
• DOI: 10.1016/j.compositesb.2012.05.053

The paper deals with the flexural and cracking behavior experimentally observed in the plain concrete beam with a hybrid polyvinyl alcohol (PVA) and polyethylene (PE) fiber reinforced strain-hardening cement composite (SHCC) layer before and after repeated freeze–thaw exposure. The influences of the SHCC layer thickness, SHCC type, and freezing–thawing cycles on the overall flexural performance of SHCC-layered concrete beams are investigated. Concrete beams, which had 100×100mm rectangular cross section and 300mm span length, were tested in four-point bending. Two kinds of SHCCs were used as layer materials for the tension zone of concrete beam. Beam specimens with two different SHCC layer thicknesses (30mm and 50mm) were prepared. Freezing and thawing tests of SHCC materials and SHCC-layered concrete beams followed ASTM C 666 Procedure B and continued until the specimen achieved 300 freeze–thaw cycles. Experimental study shows that when subject to monotonic flexural loading, the SHCC-layered repair system showed 2.5–3.5times increased load carrying capacity, and mitigated cracking damage of plain concrete beam with a SHCC layer compared with plain concrete beam. The enhancement in the flexural strength and ductility is found to increase with the SHCC’s tensile strain capacity and layer thickness. While the freezing and thawing exposure decreased the deflection at the ultimate flexural strength of SHCC-layered concrete beam, flexural strength of SHCC-layered beam after 300cycles of freezing and thawing increased up to average 15% compared to that of virgin SHCC-layered concrete beam.