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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 1 to 10 of 65 (0.081 seconds)Spelling suggestions: "subject:"concrete cracking"" "subject:"aconcrete cracking""
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Constitutive relations for finite element analysis of tension stiffening in reinforced concreteLam, W-K. F. January 1987 (has links)
No description available.
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| 2 |
The transient analysis and non linear behaviour of reinforced concrete elementsFarag, Hassan Mohamed January 1995 (has links)
No description available.
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| 3 |
Analysis and Description of Concrete Cracking MechanismsHenaff, Xavier Le January 2013 (has links)
Note:
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| 4 |
The effects of the two-stage mixing technique on the properties and the microstructure of the concrete structureAl-Tamimi, Adil Kahwash Abid January 1989 (has links)
No description available.
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| 5 |
Response of prestressed concrete tension membersBischoff, Peter H. January 1983 (has links)
No description available.
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| 6 |
Response of prestressed concrete tension membersBischoff, Peter H. January 1983 (has links)
No description available.
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| 7 |
Crack growth measurement and fracture toughness of plain concrete beamsJones, Gary Lee January 2011 (has links)
Includes photographs. / Digitized by Kansas Correctional Industries
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| 8 |
CONCRETE SLAB CRACKING IN COMPOSITE FLOOR SYSTEMS.Moussa, Albert Elias. January 1984 (has links)
No description available.
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| 9 |
Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcementAbeyruwan, Helarisi. January 1984 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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| 10 |
Finite element modelling of reinforced concrete structuresHanna, Youssef G. (Youssef Ghaly) January 1983 (has links)
This thesis deals with nonlinear analysis of reinforced concrete structures under monotonically increasing loads. Post-cracking behaviour of planar reinforced concrete structures is studied to investigate the tension stiffening phenomenon and the post-cracking shear resistance. The feasibility of using the available bond stress-slip relationships to model the steel-concrete interface behaviour is examined by incorporating these relationships in a three dimensional axisymmetric finite element model and analyzing several reinforced concrete tension specimens. / A finite element model which uses the advanced endochronic stress-strain relationship and incorporates the results of the investigation on post-cracking behaviour and steel-concrete interface behaviour is formulated and used in the analysis of several reinforced concrete members. Analysis results are compared with the available experimental data and with the results obtained by other researchers. Excellent correlation was obtained between the computed values and the experimental results.
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