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    Transition between Fatigue and Ductile Fracture in Steel 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 007
    Author(s): Hitoshi Kuwamura
    Publisher: American Society of Civil Engineers
    Abstract: Cyclic tension and compression testing has revealed that cracking behavior in structural steel subjected to plastic strain reversals is transitional from a fatigue to a ductile mode with the elevation of strain amplitude. ...
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    Ductile Crack as Trigger of Brittle Fracture in Steel 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Hitoshi Kuwamura; Keiichi Yamamoto
    Publisher: American Society of Civil Engineers
    Abstract: Brittle fracture of structural steel members in buildings is generally triggered by a ductile crack initiated at a notched surface after undergoing a noticeable amount of plastic strain, as evidenced by structural damage ...
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    Inspection and Repair of Fatigue Cracks in Crane Runway Girders 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Hitoshi Kuwamura; Mitsugu Hanzawa
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for the inspection and repair of fatigue cracks that occur in the bottom tension flanges of crane runway girders. The date of first inspection and the interval of inspection are determined from fatigue ...
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    Control of Random Yield‐Strength for Mechanism‐Based Seismic Design 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Hitoshi Kuwamura; Michio Sasaki
    Publisher: American Society of Civil Engineers
    Abstract: A weak‐beam‐strong‐column philosophy is generally recommended for the design of earthquake‐resistant multistory structures, because the associated overall collapse mechanism exhibits a high ductility against a strong ground ...
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    Similitude Law of Prefracture Hysteresis of Steel Members 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): Hitoshi Kuwamura; Naoto Takagi
    Publisher: American Society of Civil Engineers
    Abstract: A hypothesis, which is called similitude law of prefracture hysteresis, is advocated in this paper. The similitude law is as follows: the relationships anlong ductility amplitude
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    Earthquake Load for Structural Reliability 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): Hitoshi Kuwamura; Theodore V. Galambos
    Publisher: American Society of Civil Engineers
    Abstract: An ultimate limit‐state criterion is developed for the seismic reliability assessment of single‐story structures. This criterion is: When the structural precollapse energy absorption capacity is greater than the earthquake ...
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    Prediction of Cyclic Behaviors of Mild Steel at Large Plastic Strain Using Coupon Test Results 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Liang-Jiu Jia; Hitoshi Kuwamura
    Publisher: American Society of Civil Engineers
    Abstract: In practice, engineers can usually only obtain material properties from monotonic tensile coupon tests. The aim of this paper is to predict cyclic plasticity of mild steel from coupon test results available. First, the ...
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    Ductile Fracture Simulation of Structural Steels under Monotonic Tension 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Liang-Jiu Jia; Hitoshi Kuwamura
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to predict ductile fracture of mild steel under monotonic loading only from the test results of notchless tensile coupons. A simple fracture model based on the concept of a damage index with only one model ...
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    Effects of Material Toughness and Plate Thickness on Brittle Fracture of Steel Members 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Hitoshi Kuwamura; Jun Iyama; Koji Matsui
    Publisher: American Society of Civil Engineers
    Abstract: Extensive research efforts have been devoted to clarifying the causes and their physical relationships of the brittle fracture of steel structures which were observed at the disasters of 1994 Northridge Earthquake and 1995 ...
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    Experimental and Numerical Study of Postbuckling Ductile Fracture of Heat-Treated SHS Stub Columns 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author(s): Liang-Jiu Jia; Tsuyoshi Koyama; Hitoshi Kuwamura
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies have proposed a cyclic ductile fracture model by applying the void growth model and an established rule in incremental form, in which only a monotonic tensile coupon test is required to calibrate the ...
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