Protection of Concrete
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Fig. 5: Deflection, notch opening, and free-end slip of rebar with 0.25 in. (6.4 mm) diameter and 7 in. (178 mm) embedment length (specimen 2–7–2).

Protection of Concrete ◽

10.1201/9781482267037-189 ◽

1990 ◽

pp. 574-574

Keyword(s):

Embedment Length

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Fig. 3: sketch of testing setup

Protection of Concrete ◽

10.1201/9781482267037-187 ◽

1990 ◽

pp. 570-572

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Fig. 2: Concrete beam specimens

Protection of Concrete ◽

10.1201/9781482267037-185 ◽

1990 ◽

pp. 568-568

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BOND STRESS-SLIP BEHAVIOUR OF CLASS C FRP REBARS

Protection of Concrete ◽

10.1201/9781482267037-184 ◽

1990 ◽

pp. 566-567

Keyword(s):

Bond Stress ◽

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THE EFFECTS OF REINFORCEMENT DETAILING ON THE PROTECTION OF REINFORCED CONCRETE BEAM/COLUMN CONNECTIONS

Protection of Concrete ◽

10.1201/9781482267037-180 ◽

1990 ◽

pp. 542-549

Keyword(s):

Reinforced Concrete ◽

Concrete Beam ◽

Reinforced Concrete Beam

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Figure 5: Load Deflection Curves for the Tested Beams

Protection of Concrete ◽

10.1201/9781482267037-179 ◽

1990 ◽

pp. 539-541

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Figure 3: Crack Pattern of the Triangular Frames

Protection of Concrete ◽

10.1201/9781482267037-178 ◽

1990 ◽

pp. 536-538

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Figure 2: Reinforcement of the tested beams

Protection of Concrete ◽

10.1201/9781482267037-177 ◽

1990 ◽

pp. 534-535

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Table 5 Characteristics of Epoxy Resin System

Protection of Concrete ◽

10.1201/9781482267037-167 ◽

1990 ◽

pp. 509-509

Keyword(s):

Epoxy Resin ◽

Resin System ◽

Epoxy Resin System

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Figure 4: Guniting is in progress (after sand-blasting of concrete and reinforcing steel)

Protection of Concrete ◽

10.1201/9781482267037-165 ◽

1990 ◽

pp. 499-501

Keyword(s):

Reinforcing Steel ◽

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