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H. L. Schreyer
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Journal Articles

Anisotropic Yield Surfaces Based on Elastic Projection Operators

H. L. Schreyer, Q. H. Zuo
Journal: Journal of Applied Mechanics
Publisher: ASME
Article Type: Technical Papers
J. Appl. Mech. September 1995, 62(3): 780–785.
https://doi.org/10.1115/1.2897014
Published Online: September 1, 1995
View Article titled, Anisotropic Yield Surfaces Based on Elastic Projection Operators
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Topics: Anisotropy, Deformation, Tensors, Bifurcation, Buckling, Composite materials, Elasticity
Journal Articles

Damage Deactivation

N. R. Hansen, H. L. Schreyer
Journal: Journal of Applied Mechanics
Publisher: ASME
Article Type: Technical Papers
J. Appl. Mech. June 1995, 62(2): 450–458.
https://doi.org/10.1115/1.2895951
Published Online: June 1, 1995
View Article titled, Damage Deactivation
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Topics: Damage, Tensors, Algorithms, Cycles, Damage mechanics, Microcracks, Plasticity, Stress
Journal Articles

Analytical Solutions for Nonlinear Strain-Gradient Softening and Localization

H. L. Schreyer
Journal: Journal of Applied Mechanics
Publisher: ASME
Article Type: Research Papers
J. Appl. Mech. September 1990, 57(3): 522–528.
https://doi.org/10.1115/1.2897054
Published Online: September 1, 1990
View Article titled, Analytical Solutions for Nonlinear Strain-Gradient Softening and Localization
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Topics: Deformation, Plasticity, Strain gradient, Stress, Yield stress
Journal Articles

Thermoviscoplastic Analysis of First Walls Subjected to Fusion Power Transients

H. L. Schreyer, J. M. Kennedy, D. F. Schoeberle
Journal: Journal of Pressure Vessel Technology
Publisher: ASME
Article Type: Research Papers
J. Pressure Vessel Technol. February 1983, 105(1): 42–51.
https://doi.org/10.1115/1.3264238
Published Online: February 1, 1983
View Article titled, Thermoviscoplastic Analysis of First Walls Subjected to Fusion Power Transients
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Topics: Computers, Deformation, Design, Failure, Flux (Metallurgy), Fusion reactors, Safety, Thermal stresses, Transients (Dynamics)
Journal Articles

Erratum: “Accurate Numerical Solutions for Elastic-Plastic Models” (Journal of Pressure Vessel Technology, 1979, 101, pp. 226–234)

H. L. Schreyer, R. F. Kulak, J. M. Kramer
Journal: Journal of Pressure Vessel Technology
Publisher: ASME
Article Type: Errata
J. Pressure Vessel Technol. November 1979, 101(4): 335.
https://doi.org/10.1115/1.3454642
Published Online: November 1, 1979
View Article titled, Erratum: “Accurate Numerical Solutions for Elastic-Plastic Models” (Journal of Pressure Vessel Technology, 1979, 101, pp. 226–234)
Open the PDF for Erratum: “Accurate Numerical Solutions for Elastic-Plastic Models” (Journal of Pressure Vessel Technology, 1979, 101, pp. 226–234) in another window
Topics: Pressure vessels
Journal Articles

Accurate Numerical Solutions for Elastic-Plastic Models

H. L. Schreyer, R. F. Kulak, J. M. Kramer
Journal: Journal of Pressure Vessel Technology
Publisher: ASME
Article Type: Research Papers
J. Pressure Vessel Technol. August 1979, 101(3): 226–234.
https://doi.org/10.1115/1.3454627
Published Online: August 1, 1979
View Article titled, Accurate Numerical Solutions for Elastic-Plastic Models
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Topics: Algorithms, Errors, Hardening, Stress
Journal Articles

Inverse Solutions for One-Dimensional Seismic Waves in Elastic, Inhomogeneous Media

H. L. Schreyer
Journal: Journal of Applied Mechanics
Publisher: ASME
Article Type: Research Papers
J. Appl. Mech. September 1977, 44(3): 469–474.
https://doi.org/10.1115/1.3424102
Published Online: September 1, 1977
View Article titled, Inverse Solutions for One-Dimensional Seismic Waves in Elastic, Inhomogeneous Media
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Topics: Materials properties, Seismic waves, Shear waves, Soil, Wave equations, Waves
Journal Articles

The Effect of Initial Imperfections on the Buckling Load of Shallow Circular Arches

H. L. Schreyer
Journal: Journal of Applied Mechanics
Publisher: ASME
Article Type: Research Papers
J. Appl. Mech. June 1972, 39(2): 445–450.
https://doi.org/10.1115/1.3422698
Published Online: June 1, 1972
View Article titled, The Effect of Initial Imperfections on the Buckling Load of Shallow Circular Arches
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Topics: Arches, Buckling, Stress