AI SearchThe behavior of slender upstand reinforced concrete beams in restrained torsion
Call Number: AIT Thesis no. 263 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 263Publication details: Bangkok : Asian Institute of Technology, 1969Description: 97 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1969 Summary: The strength and behavior of slender upstand RC beams in restrained torsion was determined by using small scale, micro-concrete models. Eighteen models were tested in two main series; one without web reinforcement and one with web reinforcement. The amounts of web reinforcement and the eccentricities of loading were the main variables. The methods of predicting the ultimate loads of beams without web reinforcement and the cracking loads for beams with web reinforcement given by NYLANDER (vv + vt = ft), COLLINS, et al (V/Vo + T/To = 1), and ERSOY&FERGUSON (vv + vt = [2.6 + 2.4T/Vb{u2018}] {u221A}f'c {u2AB3} 5.0 {u221A}fc ') were used for comparison. For predicting the ultimate loads of beams with web reinforcement, the interaction curve (T/Tu + V/Vu = 1) given by Australian Code was used.
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Asian Institute of Technology Library Archives | AIT Thesis no. 263 (Browse shelf(Opens below)) | Available | 30050160112156 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
Thesis (M.Eng.) - Asian Institute of Technology, 1969
The strength and behavior of slender upstand RC beams in restrained torsion was determined by using small scale, micro-concrete models. Eighteen models were tested in two main series; one without web reinforcement and one with web reinforcement. The amounts of web reinforcement and the eccentricities of loading were the main variables. The methods of predicting the ultimate loads of beams without web reinforcement and the cracking loads for beams with web reinforcement given by NYLANDER (vv + vt = ft), COLLINS, et al (V/Vo + T/To = 1), and ERSOY&FERGUSON (vv + vt = [2.6 + 2.4T/Vb{u2018}] {u221A}f'c {u2AB3} 5.0 {u221A}fc ') were used for comparison. For predicting the ultimate loads of beams with web reinforcement, the interaction curve (T/Tu + V/Vu = 1) given by Australian Code was used.
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