A review of research on shear and diagonal tension in reinforced concrete beam Public Deposited

http://ir.library.oregonstate.edu/concern/graduate_thesis_or_dissertations/gt54kq35k

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  • Resistance of reinforced concrete beams to diagonal tension was studied in a series of papers which included beams without web reinforcement and beams with various types of web reinforcement. The magnitude of the loading causing the formation of initial diagonal tension cracks depended primarily on the dimensions of the cross section and on the strength of the concrete. The magnitude of the failure loads depended primarily on the dimensions of the cross section, on the amount of longitudinal reinforcement, on the amount of web reinforcement, on the strength of concrete, and on the length of shear span. Web reinforcement inclined at 45 deg to the axis of the beam is most effective in resisting the widening of the diagonal tension crack. The use of vertical stirrups and bent -up bars combined offers the most effective form of shear protection, and is strongly recommended.
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  • File scanned at 300 ppi using ScandAll PRO 1.8.1 on a Fi-6670 in PDF format. CVista PdfCompressor 5.0 was used for pdf compression and textual OCR.
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  • description.provenance : Approved for entry into archive by Katy Davis(kdscannerosu@gmail.com) on 2014-03-19T15:09:49Z (GMT) No. of bitstreams: 1 YangJuiT1968.pdf: 25034455 bytes, checksum: 9aab89970b35a65a6cd8366018c19ad8 (MD5)
  • description.provenance : Made available in DSpace on 2014-03-19T15:09:49Z (GMT). No. of bitstreams: 1 YangJuiT1968.pdf: 25034455 bytes, checksum: 9aab89970b35a65a6cd8366018c19ad8 (MD5) Previous issue date: 1968-05-09
  • description.provenance : Submitted by Lauren Kaysen (lkscannerosu@gmail.com) on 2014-03-18T19:24:10Z No. of bitstreams: 1 YangJuiT1968.pdf: 25034455 bytes, checksum: 9aab89970b35a65a6cd8366018c19ad8 (MD5)
  • description.provenance : Approved for entry into archive by Patricia Black(patricia.black@oregonstate.edu) on 2014-03-19T14:41:16Z (GMT) No. of bitstreams: 1 YangJuiT1968.pdf: 25034455 bytes, checksum: 9aab89970b35a65a6cd8366018c19ad8 (MD5)

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