Shear problem in dapped ends of precast concrete beams

Download
2000
Akın, Murat

Suggestions

Shear behaviour of joints under heat in direct shear
Bilgin, Hasan Aydın; Paşamehmetoğlu, A. Günhan; Department of Mining Engineering (1989)
Shear Capacity N-M Interaction Envelope for RC Beam-Column Joints with Transverse Reinforcement: A Concept Derived from Strength Hierarchy
Tasligedik, Ali Sahin (Informa UK Limited, 2020-06-01)
Strength hierarchy assessment method is a capacity analysis procedure that can be used to identify the sequence of failures likely to occur within reinforced concrete (RC) frame buildings under lateral actions such as earthquakes or wind loads. Previous publication on this method mainly focused on the application of this method to (a) the vulnerable RC beam-column joints without any joint shear reinforcement where principal tensile stresses were considered critical,(b) modern RC beam-column joints with join...
Shear strength of sand under vibrations.
Balay, Behzat; Department of Civil Engineering (1970)
Shear strength of municipal solid waste for stability analyses
Stark, Timothy D.; Huvaj Sarıhan, Nejan; Li, Guocheng (Springer Science and Business Media LLC, 2009-06-01)
This paper investigates the shear strength of municipal solid waste (MSW) using the back analysis of failed waste slopes as well as field and laboratory test results. Shear strength of MSW is a function of many factors such as waste type, composition, compaction, daily cover, moisture conditions, age, decomposition, overburden pressure, etc. These factors together with non-standardized sampling methods, insufficient sample size to be representative of in situ conditions, and limited shear displacement or ax...
Shear strength of cement-grout borehole plug
Akgün, Haluk (2000-01-01)
The theoretical normal stress and shear strength distributions along the plug-rock interfaces of axially loaded expansive cement-grout borehole plugs cast in rock cylinders, determination of interfacial shear strength parameters, and experimental analyses of plug-rock mechanical interactions are presented as a function of uniform curing and testing temperature and of borehole size. The results of the back analysis show that the angle of internal friction along the plug-rock interface remains almost constant...
Citation Formats
M. Akın, “Shear problem in dapped ends of precast concrete beams,” Middle East Technical University, 2000.