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Response of Plate and Shell Structures due to Low Velocity Impact
Publisher: American Society of Civil Engineers
Abstract: The dynamic response of isotropic and laminated composite plate and shell structures under low velocity impact have been investigated using nine-node degenerated shell elements with assumed shear and membrane strain fields ...
Fiber‐Reinforced Concrete Deep Beams with Openings
Publisher: American Society of Civil Engineers
Abstract: The experimental investigation of the first crack and ultimate load behavior of steel fiber‐reinforced concrete deep beams with openings is reported. The effect of fiber content, positions of openings, and different types ...
Prepacked Grouting Process in Concrete Construction
Publisher: American Society of Civil Engineers
Abstract: Prediction of the prepacked grouting process provides useful information for site engineers to decide a proper spacing of injection point and foresee the injection pressure and flow rate to achieve a better quality control ...
Failure Surface for Concrete under Multiaxial Load—a Unified Approach
Publisher: American Society of Civil Engineers
Abstract: A new unified five-parameter failure surface has been proposed for use with normal strength (NC), high strength (HSC), and steel fiber-reinforced (SFRC) concrete under biaxial, triaxial, or axisymmetric loads. The study ...
Approximate Analysis of Asymmetric Buildings
Publisher: American Society of Civil Engineers
Abstract: The Galerkin method of weighted residuals is used in the 3‐dimensional analysis of asymmetric tall buildings subjected to lateral loads. Using polynomial shape functions, approximate displacement functions are obtained for ...
Eulerian Finite-Element Technique for Analysis of Jack-Up Spudcan Penetration
Publisher: American Society of Civil Engineers
Abstract: The numerical analysis of an object penetrating deep into the seabed is a fundamentally challenging problem. This paper presents the application of a novel Eulerian-based finite-element technique to simulate the continuous ...