This thesis involves the consideration of the reinforced concrete beam as a composite beam with incomplete interaction. The influence of bond slip and loading condition on the formation of cracks is studied analytically. / Thesis / Master of Engineering (ME)
Identifer | oai:union.ndltd.org:mcmaster.ca/oai:macsphere.mcmaster.ca:11375/23596 |
Date | 10 1900 |
Creators | Wong, Andrew |
Contributors | Robinson, H., Civil Engineering |
Source Sets | McMaster University |
Language | English |
Detected Language | English |
Type | Thesis |
Page generated in 0.002 seconds