Effect of loading type in concrete deep beam with strut reinforcement
Open EngineeringThis study examined eight specimens of two groups of deep beam (DB) with the same dimensions and reinforcement quantity, where the first group had four specimens tested under two-point loads and the second group had four specimens tested under one-point ...
Kadhim Hussein Kamal +1 more
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Pengaruh Panjang Penyaluran Terhadap Kuat Cabut Tulangan Baja [PDF]
, 2010 Salah satu persyaratan dalam perancangan beton bertulang yang harus diperhatikan adalah panjangpenyaluran tulangan. Panjang penyaluran adalah panjang penambatan yang diperlukan untukmengembangkan tegangan luluh pada tulangan yang merupakan fungsi dari ...
Ginting, A. (Arusmalem) +1 more
core
Application of strut-and-tie model on eccentric columns
Mechanics, 2011 The popular strut-and-tie model is currently de fined by EC2 as a standard tool for simple structures. This paper explores the possibility of application of the strut and-tie model on more complex structures, specifically on the eccentric columns. Comparison with full numerical simulation shows that the strut-and-tie model can correctly predict the ...
M. Frantova, P. Štemberk, V. Vala
openaire +1 more source
Strut-and-Tie Models of Masonry Shear Walls
, 2018 This paper contains theoretical fundamentals of strut and tie models, used in unreinforced horizontal shear walls. Depending on support conditions and wall loading, we can distinguish models with discrete bars when point load is applied to the wall (type I model) or with continuous bars (type II model) when load is uniformly distributed at the wall ...
openaire +2 more sources
A deflection, buckling and stress investigation into telescopic cantilever beams [PDF]
, 2012 This thesis was submitted for the degree of Doctor of Philosophy and awarded by Brunel University.The telescoping cantilever beam structure is applied in many different engineering sectors to achieve weight/space optimisation for structural integrity ...
Abraham, Jeevan George
core
Utilizing the Strut-and-Tie Model for the Design and Analysis of Deep Beams
Modelling in Civil Environmental EngineeringReinforced concrete deep beams, distinguished by a low shear span-to-depth ratio, exhibit complex, nonlinear strain distributions that render conventional beam theory inadequate.
Platon Mihai
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Development of strut and tie models for simply supported deep beams using topology optimization [PDF]
Songklanakarin Journal of Science and Technology (SJST), 2008 Generally, structural members can be broadly divided into two regions, namely B, or Bernoulli regions, where the strain distributions are linear and D, or Disturbed regions, where the strain distributions are nonlinear While well defined theories are ...
Praveen Nagarajan, T.M. Madhavan Pillai
doaj
Validation of a simplified model for the design of masonry infilled frames [PDF]
, 2006 The design of masonry infills is an issue that has attracted the attention of several researchers in the past, both from the experimental and analytical points of view.
Alvarenga, Rita de Cássia S. S. +2 more
core
Experimental Study of Shear Performance of High-Strength Concrete Deep Beams with Longitudinal Reinforcement with Anchor Plate. [PDF]
Materials (Basel), 2023 Li SS +6 more
europepmc +1 more source
Reinforced Concrete Corbels – State of the Art. [PDF]
, 2016 This paper represents a historical review, state-of-the-art review, on the experimental researches carried out on corbels in general and strengthening of corbels in particular.
Bachi, Eyad kadhem Sayhood +2 more
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