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    An Energy Criterion for Low-Cycle Fatigue 

    Source: Journal of Fluids Engineering:;1961:;volume( 083 ):;issue: 004:;page 565
    Author(s): D. E. Martin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A criterion for low-cycle fatigue is developed which supposes that the segment of strain hysteresis associated with work-hardening is a measure of damage. On the basis of this “damage” work ...
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    Prediction of the Solution of a Class of Parabolic Equations Using Spatial Averaging Sensors 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1975:;volume( 097 ):;issue: 004:;page 445
    Author(s): Jean-Claude E. Martin
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Plastic Strain Fatigue in Air and Vacuum 

    Source: Journal of Fluids Engineering:;1965:;volume( 087 ):;issue: 004:;page 850
    Author(s): D. E. Martin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The plastic strain-life relation for several ductile materials is examined in both air and vacuum and interpreted in light of the well-known plastic strain (ΔξP ) life (N) relation, N1/2 ΔξP ...
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    Optimal Allocation of Actuators for Distributed-Parameter Systems 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1978:;volume( 100 ):;issue: 003:;page 227
    Author(s): Jean-Claude E. Martin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We consider a distributed parameter system of parabolic type and N controllers which can be positioned at p(p > N) different points on the system’s spatial domain. Using relaxed control ...
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    Large Diameter Double Underreamed Drilled Shafts 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 008
    Author(s): Ray E. Martin; Raymond A. DeStephen
    Publisher: American Society of Civil Engineers
    Abstract: A double underreamed drilled shaft with 5 ft (1.5 m) diameter bells and 2.5 ft (0.8 m) diameter shaft was instrumented and load tested. Results of the load test indicate that the underreams act independently at very small ...
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    On the Heating of Insulated Bodies in Linear Thermoelasticity 

    Source: Journal of Applied Mechanics:;1976:;volume( 043 ):;issue: 001:;page 169
    Author(s): S. E. Martin; D. E. Carlson
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Parking Garage Supported on Structural Fill 

    Source: Journal of Construction Engineering and Management:;1983:;Volume ( 109 ):;issue: 003
    Author(s): James J. Schnabel; Ray E. Martin
    Publisher: American Society of Civil Engineers
    Abstract: The site of the 10‐story parking garage contained soft to medium consistency residual silty clays overlying carbonate rock formations. This rock contains numerous solution cavities and fracture zones with angles of dip ...
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    A Synoptic Climatology of Northern Hemisphere, Cold Season Polar and Subtropical Jet Superposition Events 

    Source: Journal of Climate:;2017:;volume( 030 ):;issue: 018:;page 7231
    Author(s): Christenson, Croix E.;Martin, Jonathan E.;Handlos, Zachary J.
    Publisher: American Meteorological Society
    Abstract: AbstractNarrow, tropopause-level wind speed maxima known as jet streams or jets are among the most ubiquitous structural characteristics of Earth?s atmosphere. Two species, the polar and subtropical jets, can be observed ...
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    Strength of Joints with Epoxy-Glued Threaded Steel Rods in Tali Timber 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 004
    Author(s): D. Otero Chans; J. Estévez Cimadevila; E. Martín Gutiérrez
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the experimental analysis of joints made with threaded steel rods epoxy-glued into high-density hardwood. Seventy specimens of 10 different types were tested until failure with a pull-pull device. The ...
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    Concrete Pile Design in Tidewater Virginia 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Ray E. Martin; James J. Seli; Graydon W. Powell; Michael Bertoulin
    Publisher: American Society of Civil Engineers
    Abstract: Recommendations are presented for determining unit point and shaft resistances for precast prestressed concrete piles embedded in the Yorktown Formation, the bearing stratum for most major structures in tidewater Virginia. ...
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