Advances in Civil Engineering / 2017 / Article / Tab 9

Research Article

Bond Effects between Concrete and Steel Bar Using Different Diameter Bars and Different Initial Crack Width

Table 9

Chloride content and incremental percentage for specimens with 10 mm bars diameter.

Depth Free (cl−) by cement (%) Percentage of intercracks
ReferenceC80D10WDC150D10WDC210D10WD50–80100–110210–230

80.0130.0910.1370.18386%91%92%
160.0070.0210.0250.05867%72%88%
240.0070.0130.0160.02946%56%76%
320.0070.0080.0130.0208%46%65%
400.0070.0060.0110.017−9%36%56%

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