Results 101 to 110 of about 1,810 (221)
, 2011 In this study, the ultimate strength of 234 simply supported reinforced concrete deep beams tested to shear failure was evaluated by the ACI 318M-08's strut-tie model approach implemented with the indeterminate strut-tie model and load distribution ...
Young-Mook Yun, Byung-Hun Kim
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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
Model Strut and Tie dengan Software BESO2D pada Balok dengan Bentang Geser 500 mm [PDF]
Balok beton bertulang merupakan salah satu elemen struktur utama yang berfungsi menyalurkan beban dari pelat lantai menuju kolom dan fondasi. Kapasitas balok dalam menahan beban dipengaruhi oleh kombinasi kerja antara tulangan lentur dalam menahan momen ...
Zahiroh, Aliyyah Putri
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Strut and tie modelling of deep beams
, 2015 This study creates a spreadsheet program in order to analyse strut-and-tie models that can be used in different kinds of deep beam configurations. The spreadsheets can help to perform quick calculations to obtain the beam capacity without the need to ...
Chan, Xin Yi
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, 2017 Introduction: The sandwich joints casted core area with weaker strength concrete of beam, has more advantages than the traditional joints casted core area with higher strength concrete of column, such as the simple ...
Yue Qi +4 more
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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
Flexural performance of UHPC-filled narrow joints between precast concrete bridge slabs
Case Studies in Construction MaterialsThe deck slabs narrow joints in concrete bridges filled with Ultra-high performance concrete (UHPC) have the potential for wide application and high-efficiency promotion, but there is limited research available on this topic.
Haibo Jiang +4 more
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Analysis and design of disturbed regions with strut-tie models
, 1992 An interactive computer graphics program implementing the Strut-Tie model approach for analysis and design of reinforced and prestressed concrete members is presented. The program consists of three parts.
Alshegeir, Abdulsallam A
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Deformações nas diagonais comprimidas em blocos sobre duas estacas
Revista IBRACON de Estruturas e MateriaisExistem vários modelos para o dimensionamento de blocos sobre estacas, sendo que um deles é o modelo de escoras (bielas) e tirantes. Escoras são representações gráficas dos fluxos das tensões principais de compressão de um dado elemento, enquanto que os ...
R. G. Delalibera, J. S. Giongo
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Enhanced strut-and-tie model for reinforced concrete pile caps [Elektronisk resurs]
, 2017 Strut-and-tie models provide a simple and rational way to design discontinuity regions in reinforced concrete structures. However, when it comes to three-dimensional concrete elements such as pile caps, enhancements are needed to ensure a reliable and ...
Rempling, Rasmus, +5 more
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