2026-09-22T06:33:51Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83354 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Kuchma, Daniel A. Sun, Shaoyun 2015-09-25T21:04:28Z 2015-09-25T21:04:28Z 10000-01-01 2007 2007 Based on the measured test results, an analytical model, Crack Displacement Field Theory (CDFT), was developed for predicting the shear response of prestressed/reinforced concrete members. Compared to other existing models, it could capture the discrete displacement due to crack opening and crack slip along crack surface and can take account the variation of stresses in reinforcement due to bond. Good agreements were achieved between the model predictions and test results. Made available in DSpace on 2015-09-25T21:04:28Z (GMT). No. of bitstreams: 3 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3290466.pdf: 5153062 bytes, checksum: 25cc77323442d43a008561f67582cf7a (MD5) 3290466.zip: 54824320 bytes, checksum: f092071e9c779d5265220eecd0607101 (MD5) Previous issue date: 2007 Embargo set by: Seth Robbins for item 84635 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs U of I Only 197 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007. http://hdl.handle.net/2142/83354 (MiAaPQ)AAI3290466 eng Engineering, Civil Shear Behavior and Capacity of Large Scale Prestressed High Strength Concrete Bulb -Tee Girders text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.