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Open image in new window Fig. 9 Crack patterns in two specimens with aspect ratio 3.5.
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As a result, the size effect was stronger with the decrease of the concrete unit weight, and this trend was more notable in specimens with an aspect ratio of 2.0 than in those with an aspect ratio of 1.0.
Specimens with various aspect ratios (height/width) and heights were tested with an end-loading fixture.
Totally, ½ scale five specimens with 1.5 aspect ratio walls were constructed.
Compression specimens with different aspect ratios have been used to study the compressive failure of CFRP woven composites.
The tongue-and-groove specimens with large aspect ratio tongues were stronger than the conventional single lap joints.
The inclination angles of bundled diagonal reinforcement in the specimens with the aspect ratios of 2.0 and 3.5 were about 22.1° and 10.7°, respectively.
Three one-fourth scaled composite wall specimens with an aspect ratio of 1.0 were tested until to failure under reversed cyclic lateral load and constant axial load.
The failure patterns and mechanical properties of cylindrical specimens with different aspect (length to diameter) ratios under quasi-static compression were studied.
The size effect on the softening behavior of uniaxial and triaxially loaded plain concrete specimens with different aspect ratios, heights and level of confinement, are also discussed.
For all of the fiber orientations tested, a rather counter-intuitive size effect was discovered in that the specimens with smaller aspect ratios and heights displayed a more compliant response than their taller counterparts with identical ply orientations.
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