Journal of Engineering / 2016 / Article / Tab 8

Research Article

Bending and Shear Experimental Tests and Numerical Analysis of Composite Slabs Made Up of Lightweight Concrete

Table 8

Comparison of errors (%) of the different models at the shear-bond failure region.

Concrete typeLength (mm)Linear-elastic modelPlasticity modelPlasticity + chemical bond model

LWC_LSDur-23261016.281.181.67
20300.4023.2722.36

LWC_LSDur-2826104.8910.680.95
20308.519.693.01

LWC_LSDur-37261034.194.083.18
20308.921.002.19

HN261062.2219.2519.83
203045.8412.668.72

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