This study presents the results of an experimental program carried out for estimating the variation of the flexural rigidity of reinforced concrete beams with different shear span-to-depth ratios. The specimens are designed to have identical sectional dimension, tension and compression reinforcement ratios, and material properties, except shear span-to-depth ratio. Experimental results showed that the flexural rigidity of reinforced concrete beams was affected by the shear span-to-depth ratio of specimens.

• 김상우(공주대학교 건축공학과 연구교수, 공학박사) | Kim, Sang-Woo
• 한동석(건우구조엔지니어링, 대리) | Han, Dong-Seok
• 정찬유(공주대학교 건축공학과, 박사과정) | Jeong, Chan-Yu
• 김민준(공주대학교 건축공학과 연구교수, 공학박사) | Kim, Min-Jun
• 김길희(공주대학교 건축공학과 교수, 공학박사) | Kim, Kil-Hee 교신저자