Sentence examples for beams were compared with from inspiring English sources

Results obtained from the tests of strengthened concrete beams were compared with the result of good flexural reference specimen.

Furthermore, the experimental flexural strengths of the beams were compared with both flexural test databases of CC and RCA specimens.

The penumbra of beams were compared with the static case and appeared twice broader in the majority of the cases.

The experimental shear capacities of the beams were compared with theoretical values from different international codes and fracture mechanics approaches.

The experimental results of these ternary beams were compared with Conventional Vibrated Concrete (CVC) & SCC control concrete (SCC 0).

The experimental shear strength of the test beams were compared with the predictions of the modified design methods and good agreement was found.

Results of isotropic curved beams are compared with existed solutions.

Optimal open cross-sections of both beams are compared with a classical I-section beam.

The predicted load carrying capacity of the beams was compared with the experimental values.

Flexural behaviour of CFRP-reinforced beams was compared with unreinforced beams that were used as control specimens.

The flexural behaviour of the retrofitted beams was compared with that of the normal composite beams and non-composite beams.