Results 71 to 80 of about 16,770 (203)

DESAIN DAN ANALISA BALOK BETON BERTULANG BERLUBANG MENGGUNAKAN STRUT AND TIE MODEL DAN METODE ELEMEN HINGGA [PDF]

open access: yes, 2019
Balok beton pada struktur terkadang harus dilubangi untuk keperluan jalur utilitas. Untuk kasus balok beton berlubang harus dilakukan perhitungan khusus karena sepanjang dimensi tidak lagi memiliki dimensi yang sama(utuh).
Ahmad, Doris
core  

Modified Softened Strut and Tie Model for Concrete Deep Beams

open access: yesJournal of Engineering and Sustainable Development, 2012
A modified softened strut-and-tie model (MSST) for determining the shear strength of reinforced concrete deep beams is proposed in this paper. It is a simplified analytical model and several improvements have been made.
Mohammed M. Rasheed
doaj  

Strut and tie modeling for RC short beams with corroded stirrups

open access: yesLatin American Journal of Solids and Structures
Corrosion of steel reinforcement is one of the major problems that shorten the service life of reinforced concrete (RC) structures. Steel stirrups, due to their location as an outer reinforcement, are more susceptible to corrosion problems and damage ...
Ahmed K. El-Sayed
doaj   +1 more source

A deflection, buckling and stress investigation into telescopic cantilever beams [PDF]

open access: yes, 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  

Performance-Based Optimization for Strut-Tie Modeling of Structural Concrete [PDF]

open access: yes, 2002
Conventional trial-and-error methods are not efficient in developing appropriate strut-and-tie models in complex structural concrete members. This paper describes a performance-based optimization (PBO) technique for automatically producing optimal strut ...
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core   +2 more sources

Pengaruh Panjang Penyaluran Terhadap Kuat Cabut Tulangan Baja [PDF]

open access: yes, 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  

Effect of loading type in concrete deep beam with strut reinforcement

open access: yesOpen Engineering
This 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
doaj   +1 more source

Application of strut-and-tie model on eccentric columns

open access: yesMechanics, 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

Strengthening of Arched Masonry Structures by Additional Reinforcement: Design Approaches and Comparison to Experiments

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2018
The primary aim of this article is to present design approaches for calculating the additional strengthening of masonry arches with the use of the Strut-and-Tie model and applicable standards and their comparison to the experiments.
Martin Zlámal, Petr Štěpánek
doaj   +1 more source

Strut-and-Tie Models of Masonry Shear Walls

open access: yes, 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

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