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    Data-Driven Control Allocation for Overactuated Linear Time-Invariant Systems by Exploiting Sparsity 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2026:;volume( 148 ):;issue:005:;page 163
    Author(s): Sinha, Aritra; Patra, Sourav
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Abstract. This paper proposes a data-driven control allocation (CA) scheme for input-redundant linear time-invariant systems. Contrary to the existing literature, the present work is built on a static state-feedback ...
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    Theoretical Load-Transfer Curves along Piles Considering Soil Nonlinearity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Nanda; N. R.; Patra
    Publisher: American Society of Civil Engineers
    Abstract: Soil stress-strain behavior is highly nonlinear and considerably influences the performance of a foundation. The response of single piles under axial load can be predicted from the load-transfer, or t-z, curve. This paper ...
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    LeaderBased Consensus in Directed Networks of Homogeneous Positive Agents With Multiple Inputs 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2022:;volume( 144 ):;issue: 012:;page 121003
    Author(s): Bhattacharyya, Sabyasachi;Patra, Sourav
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, the nonzero finite positive state consensus problem of leaderfollowing multiagent systems (MASs) connected over a directed network is investigated. The multiagent network consists of homogeneous linear ...
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    Applicability of Clay Soil Stabilized with Red Mud, Bioenzyme, and Red Mud–Bioenzyme as a Subgrade Material in Pavement 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2023:;Volume ( 027 ):;issue: 002:;page 04023003-1
    Author(s): Piyush Parik; Nihar Ranjan Patra
    Publisher: American Society of Civil Engineers
    Abstract: The present work evaluates and compares the performance of clay soil stabilized with red mud, bioenzyme, and red mud–bioenzyme as a subgrade material in pavement construction. Finite-element simulations have been performed ...
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    Identification of Tool Life Stages and Redressing Criterion for Polycrystalline Diamond Micro-Grinding Tools Using a Machine Learning Approach 

    Source: Journal of Manufacturing Science and Engineering:;2023:;volume( 145 ):;issue: 004:;page 41007-1
    Author(s): Pratap, Ashwani; Patra, Karali; Joshi, Suhas S.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Interactions of wear debris at the tool-workpiece interface in micro-grinding are quite random which leads to considerable variability in the working life of similar tools. It is not possible to capture the effect of wear ...
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    Design of Gusset Plates and Interface Welds of SCBF Systems with Braces Buckling In-Plane 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024138-1
    Author(s): Pratik Patra; Dipti Ranjan Sahoo
    Publisher: American Society of Civil Engineers
    Abstract: The design of connections of gusset plates, beams, and columns of concentrically braced frame systems is typically based on the forces generated by brace actions without considering the frame actions. This may result in ...
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    Synthesizing Negative-Imaginary Systems With Closed-Loop H∞-Performance Via Static Output Feedback Control 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2024:;volume( 146 ):;issue: 003:;page 31001-1
    Author(s): Behera, Pravin; Dey, Arnab; Patra, Sourav
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper develops an algorithm for synthesizing negative imaginary (NI) systems with a specified H∞-norm bound by exploiting the convex relaxation technique in the static output-feedback (SOF) control design framework. ...
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    Geotechnical and Microstructural Mechanisms Associated with Valorization of Waste Phosphogypsum in Lime-Treated Expansive Soil Stabilization 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2026:;Volume ( 030 ):;issue: 003:;page 04026021-1
    Author(s): Singh, Shubham; Patra, Nihar Ranjan
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In the present study, phosphogypsum (PG), a by-product from the fertilizer industry, has been utilized to stabilize expansive soil. In order to enhance the pozzolanic activity of PG stabilized soil, 3% and 6% of ...
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    Pasternak Model for Oblique Pullout of Inextensible Reinforcement 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 012
    Author(s): Shantanu; Patra; J. T.; Shahu
    Publisher: American Society of Civil Engineers
    Abstract: An analysis is presented for evaluation of the pullout capacity of sheet reinforcement subjected to oblique pullout force considering that the subgrade soil is represented as a two-parameter linear-elastic Pasternak model ...
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    Cyclic Behavior and Liquefaction Potential of Indian Pond Ash Located in Seismic Zones III and IV 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 007
    Author(s): Supriya Mohanty; Nihar Ranjan Patra
    Publisher: American Society of Civil Engineers
    Abstract: In the present study, cyclic behavior and liquefaction potential of pond ashes collected from Talcher, Panki, and Panipat ash embankments located in seismic zone III and IV have been studied. Cyclic triaxial tests were ...
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