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    Review of <i>Deployable structures: Analysis and design</i> by C. J. Gantes 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 007
    Author(s): Arup Maji
    Publisher: American Society of Civil Engineers
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    Failure Mechanisms and Deployment Accuracy of Elastic-Memory Composites 

    Source: Journal of Aerospace Engineering:;2006:;Volume ( 019 ):;issue: 003
    Author(s): Douglas Campbell; Arup Maji
    Publisher: American Society of Civil Engineers
    Abstract: Elastic-memory composites (EMCs) is a class of polymeric composites that can be folded into a very compact shape and later deployed to the original shape upon reheating. They have significant potential in developing large ...
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    Design of Composite Surrogate Mirror Support Structure 

    Source: Journal of Aerospace Engineering:;2001:;Volume ( 014 ):;issue: 003
    Author(s): Arup Maji; Brian Kozola; Steve Griffin
    Publisher: American Society of Civil Engineers
    Abstract: Three multimaterial support structures were designed and built to support 200 mm (8 in.) diameter “surrogate” mirrors for the deployable optical telescope (DOT) ground experiment at the Air Force Research Laboratory ...
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    Fracture Analysis of FRP Reinforced Concrete Beams 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 006
    Author(s): Arup Maji; AnaLilia Orozco; Robert Acree
    Publisher: American Society of Civil Engineers
    Abstract: Carbon/epoxy FRP (Fiber Reinforced Plastic) rebars were produced with the pultrusion technique. Concrete beams reinforced with these rebars were subjected to static and cyclic 3-point bending. Flexural cracking is arrested ...
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    Performance of Nondestructive Parallel Seismic Testing Method in Determining Depth of Shallow Foundations 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 002
    Author(s): Saman Rashidyan; Arup Maji; Tang-tat Ng
    Publisher: American Society of Civil Engineers
    Abstract: Parallel Seismic (PS) is considered a versatile method capable of determining the specifications of unknown bridge foundations made of common materials such as wood, steel, and reinforced concrete. Although many studies ...
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    Effect of Source Application on Sonic Echo/Impulse Response Tests Applied to Steel H-Piles 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 002:;page 04021005-1
    Author(s): Saman Rashidyan; Arup Maji; Tang-Tat Ng
    Publisher: ASCE
    Abstract: The sonic echo/impulse response (SE/IR) method is a versatile nondestructive method for evaluating the conditions of unknown bridge foundations. Previous studies have shown that the method has satisfactory performance in ...
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