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Fig. 6 | Journal of Engineering and Applied Science

Fig. 6

From: Performance of concrete beams partially/fully reinforced with glass fiber polymer bars

Fig. 6

a Crack patterns at failure load 9.80 ton for tested beam (B1). b Crack patterns at failure load 33.90 ton for tested beam (B2). c Crack patterns at failure load 39.2 ton for tested beam (B3). d Crack patterns at failure load 23.93 ton for tested beam (B4). e Crack patterns at failure load 32.40 ton for tested beam (B5). f Crack patterns at failure load 34.05 ton for tested beam (B6). Crack patterns at failure for tested beams

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