Analysis of nodal stress on reinforced concrete two-pile caps supported on steel piles
: Reinforced concrete pile caps may be designed trough plastic models (strut and tie model) or models based on bending theory. The formulae available for verifying the stress is based on caps supported on concrete piles, with few studies about the stress
Rodrigo Gustavo Delalibera +3 more
doaj +1 more source
10th East Asia-Pacific Conference on Structural Engineering and Construction: Materials, Experimentation, Maintenance and Rehabilitation (EASEC-10) [PDF]
This paper presents the performance-based optimization of strut-and-tie models in reinforced concrete beam-column connections. The performance-based optimization (PBO) technique is employed to investigate optimal strut-and-tie models in reinforced ...
Liang, Qing Quan
core
Non-linear shear model for R/C piers [PDF]
The work presented has been developed within the Prenormative Research in support of EuroCode 8 (PREC8) programme of the European Commission. The EuroCode 8 (EC8) are the provisional European standards for the design of civil engineering structures in ...
GUEDES Joao-Miranda +2 more
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Study on an Optimal Strut-And-Tie Model for Concrete Deep Beams
The optimal strut-and-tie models (STMs) of two typical irregular concrete deep beams were constructed using evolutionary structural optimization and compared with those of previous studies.
Haitao Chen, Lai Wang, Jitao Zhong
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Structural Performance of RC Beams containing Tension-Only Nodes
Strut and Tie (S&T) models are used for the design of what are known as “discontinuity regions” in reinforced concrete (RC) structures. Building codes such as ACI-318 and Eurocode 2 do not give information on the nodes that only connect ties in S&T ...
Manuel Alejandro Fernández-Ruiz +2 more
doaj +1 more source
Deployable Tensegrity Reflectors for Small Satellites [PDF]
Future small satellite missions require low-cost, precision reflector structures with large aperture that can be packaged in a small envelope. Existing furlable reflectors form a compact package which, although narrow, is too tall for many applications ...
Pellegrino, S., Tibert, A. G.
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Because of nonlinear strain distributions caused either by abrupt changes in geometry or in loading in deep beam, the approach for conventional beams is not applicable.
Panatchai Chetchotisak +2 more
doaj +1 more source
Simplified Strut-and-Tie Model for Shear Strength Prediction of Reinforced Concrete Low-Rise Walls [PDF]
In this study, an analytical model using the strut-and-tie concept was developed to predict reinforced concrete (RC) low-rise wall shear strengths. In the model, the failure mode considered was crushing of the diagonal compression strut.
Chandra, Jimmy, Teng, Susanto
core
DESAIN DAN ANALISA BALOK BETON BERTULANG BERLUBANG MENGGUNAKAN STRUT AND TIE MODEL DAN METODE ELEMEN HINGGA [PDF]
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
Artificial intelligence techniques for prediction of the capacity of RC beams strengthened in shear with external FRP reinforcement [PDF]
7 páginas, 7 figuras, 3 tablas.-- El Pdf es la versión post-print de autor.The prediction of the shear capacity of reinforced concrete beams retrofitted in shear by means of externally bonded FRP is very complex as demonstrate the studies carried out up ...
Arteaga Iriarte, Ángel +2 more
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