A Numerical Approach to the Simplified Laminate Theory of Composite Materials : The Composite Laminate Analysis Tool-CLAT 1D
Andreas Ochsner
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Aufgaben und Losungen zum Stoff- und Formleichtbau
Andreas Ochsner
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One-Dimensional Finite Elements : An Introduction To The Method
Markus Merkel
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A Numerical Approach to the Classical Laminate Theory of Composite Materials : The Composite Laminate Analysis Tool-CLAT v2.0
Andreas Ochsner
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A Simplified Approach to the Classical Laminate Theory of Composite Materials : Application of Bar and Beam Elements
Andreas Ochsner
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Leichtbaukonzepte : Eine Einfuhrung anhand einfacher Strukturelemente fur Studierende
Andreas Ochsner
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Stoff- und Formleichtbau : Leichter Einstieg mit eindimensionalen Strukturen
Andreas Ochsner
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Stoff- und Formleichtbau : Leichter Einstieg mit eindimensionalen Strukturen
Andreas Ochsner
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Eindimensionale Finite Elemente : Ein Einstieg in die Methode
Markus Merkel
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Correction Formulae for the Stress Distribution in Round Tensile Specimens at Neck Presence
Magdalena Gromada
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Mechanics of Classical Sandwich Structures
Andreas Ochsner
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Add to BasketEigenvalue and Eigenvector Problems in Applied Mechanics
Sorin Vlase
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Essentials of Partial Differential Equations : With Applications
Marin Marin
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Add to BasketEigenvalue and Eigenvector Problems in Applied Mechanics
Sorin Vlase
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Add to BasketFinite Elements Using Maxima : Theory and Routines for Rods and Beams
Andreas Ochsner
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Partial Differential Equations of Classical Structural Members : A Consistent Approach
Andreas Ochsner
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Add to BasketPartial Differential Equations of Classical Structural Members : A Consistent Approach
Andreas Ochsner
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Bone Cement : From Simple Cement Concepts to Complex Biomimetic Design
Hamid Reza Rezaie
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Add to BasketBone Cement : From Simple Cement Concepts to Complex Biomimetic Design
Hamid Reza Rezaie
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Numerical Engineering Optimization : Application of the Computer Algebra System Maxima
Andreas Ochsner
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Numerical Engineering Optimization : Application of the Computer Algebra System Maxima
Andreas Ochsner
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