International Journal of Polymer Science / 2015 / Article / Tab 6

Research Article

An Experimental Investigation on the Failure Behavior of a Notched Concrete Beam Strengthened with Carbon Fiber-Reinforced Polymer

Table 6

The ultimate load for concrete beams.

Number of specimenUltimate load (N)Number of specimenUltimate load (N)Number of specimenUltimate load (N)Average load (N)

10-000-1670010-000-2685010-000-372506933.3
10-100-11206410-100-21308510-100-31257412574.3
10-200-12163610-200-22540010-200-32303423356.7
10-350-12717910-350-12098310-350-32696625042.7
20-000-1552720-000-2672520-000-350055752.3
20-100-11200220-100-21097520-100-31209011689
20-200-12002120-200-22102020-200-31678719276
20-350-12128020-350-22067420-350-32137621110
20-100s-11263220-100s-21146520-100s-31393512677.3
20-200s-12057420-200s-21667920-200s-32047319242
20-350s-12128520-350s-22727520-350s-32136523308.3
20-100b-11051720-100b-21112020-100b-31178911142
20-200b-12605920-200b-22368020-200b-31853022756.3
20-350b-12016920-350b-22511420-350b-32399623093
30-000-1471430-000-2456430-000-344254567.7
30-100-11069630-100-21038230-100-31006410380.7
30-200-11805130-200-21849230-200-31787518139.3
30-350-13121430-350-22421030-350-32349626306.7