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Stiffness Evaluation of Structural Round Timber Beams via FEM
Language: English
Published by LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659877220 ISBN 13: 9783659877223
Condition: New.
-
Stiffness Evaluation of Structural Round Timber Beams via FEM
Language: English
Published by LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659877220 ISBN 13: 9783659877223
Condition: New.
-
Stiffness Evaluation of Structural Round Timber Beams via FEM
Language: English
Published by LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659877220 ISBN 13: 9783659877223
US$ 104.46
US$ 13.35 shipping
Ships from United Kingdom to U.S.A.Quantity: 1 available
Add to basketPaperback. Condition: Brand New. 184 pages. 8.66x5.91x0.42 inches. In Stock.
-
Stiffness Evaluation of Structural Round Timber Beams via FEM
Language: English
Published by LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659877220 ISBN 13: 9783659877223
Condition: New. Print on Demand.
-
Stiffness Evaluation of Structural Round Timber Beams via FEM
Language: English
Published by LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659877220 ISBN 13: 9783659877223
Condition: New. PRINT ON DEMAND.
-
Stiffness Evaluation of Structural Round Timber Beams via FEM
Language: English
Published by LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659877220 ISBN 13: 9783659877223
Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Currently, codes that deal with the determination of stiffness and strength properties for round structural timber elements do not consider, in both calculations and mathematical models, the influence of existing irregularities in geometry of these elements. This book presents an alternative methodology to determine the optimum value of the longitudinal modulus of elasticity for round timber structural elements by an optimization technique allied to the Inverse Analysis Method, to the Finite Element Method (FEM) and the Least Squares Method. It was also investigated the influence the structural elements rotation around their axis in determining values of longitudinal modulus of elasticity (E). Results of E obtained by alternative methodology are compared with the simplified models contemplated in the current codes, in order to evaluate the difference between the two calculation approaches.
