2005
DOI: 10.1016/j.advengsoft.2004.08.001
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Concrete breakout strength of single anchors in tension using neural networks

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Cited by 50 publications
(40 citation statements)
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“…The adjusting process of neuron weights is carried out to minimize the network error, which is defined as a difference between the computed and target output patterns. After the NN is satisfactorily trained and tested, it is able to generalize rules and will be able to deal with unseen input data to predict output within the domain covered by the training patterns [33,[36][37][38].…”
Section: Artificial Neural Network Modelingmentioning
confidence: 99%
“…The adjusting process of neuron weights is carried out to minimize the network error, which is defined as a difference between the computed and target output patterns. After the NN is satisfactorily trained and tested, it is able to generalize rules and will be able to deal with unseen input data to predict output within the domain covered by the training patterns [33,[36][37][38].…”
Section: Artificial Neural Network Modelingmentioning
confidence: 99%
“…The NN models in this study were created using an input layer of 3-, 4-, 5-, and 6-six interconnected PEs corresponding to the 3-, 4-, 5-, and 6-six input parameters, respectively, and one PE corresponding to an output layer selected as the target. The error between the NN output and target output is processed back through the network (backward pass) adjusting the individual weights [21]. During the learning, a gradual reduction of error between the model output and the target output occurs and the error is minimized so as to minimize the sum of squared errors [23].…”
Section: The Training Phasementioning
confidence: 99%
“…Neural Network (NN) modeling has been widely used as an alternative approach for establishing nonlinear empirical equations in engineering problems for the last two decades engineering [8][9][10][11][12][13][14][15][16][17][18][19][20][21].…”
Section: Introductionmentioning
confidence: 99%
“…This may be followed by the formation of a shallow concrete cone as the head of the anchor approaches the concrete surface. This mode of failure mostly arises when small anchor head diameters are used, in conjunction with expected highstress concentrations [10] [11]. Concrete breakout failure is very common in engineering practice with anchors experiencing such failure prior to the yielding of the steel.…”
Section: Figmentioning
confidence: 99%