Results 221 to 230 of about 52,747 (239)
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Ultimate Capacity of Pipe Bends Under Bending and Pressure

Volume 3: Pipeline and Riser Technology; Ocean Space Utilization, 2008
The structural capacity of pressurized pipe elbows under in-plane bending is examined. The investigation is conducted through advanced finite element analysis tools. The numerical results are successfully compared with available experimental measurements.
Patricia Pappa   +3 more
openaire   +1 more source

Ultimate Capacity of Pressurized 90 Deg Elbows Under Bending

Design and Analysis of Pressure Vessels, Heat Exchangers and Piping Components, 2004
In this paper the response of internally pressurized pipe elbows under bending loads (in-plane and out-of-plane) is examined. The investigation is conducted through advanced finite element analysis tools, supported by real-scale test data. The numerical results are successfully compared with the experimental measurements.
S. A. Karamanos   +2 more
openaire   +1 more source

Ultimate CO2 Storage Capacity of an Over-Pressurized 2D Aquifer Model

EUROPEC 2015, 2015
Abstract This paper examines a systematic approach to determine ultimate CO2 storage capacity of two-dimensional (2D) aquifer model owing to capillary snap-off, gas dissolution, and gas compression. In our previous paper, an application of fractional flow theory was presented to evaluate CO2 storage capacity of an aquifer because of ...
Tong Shen   +2 more
openaire   +1 more source

Ultimate Bending Capacity and Buckling of Pressurized 90 deg Steel Elbows

Journal of Pressure Vessel Technology, 2005
The paper examines the nonlinear elastic-plastic response of internally pressurized 90 deg pipe elbows under in-plane and out-of-plane bending. Nonlinear shell elements from a general-purpose finite element program are employed to model the inelastic response of steel elbows and the adjacent straight parts.
S. A. Karamanos   +2 more
openaire   +1 more source

Elastoplastic Analysis of Ultimate Bearing Capacity for Multilayered Thick-Walled Cylinders Under Internal Pressure

Strength of Materials, 2020
The elastoplastic analysis based on the unified strength theory was performed to evaluate the ultimate bearing capacity of double- and multilayered thick-walled cylinders. The theory provides a new concept and method for the analysis of thick-walled cylinders.
Q. Zhu   +4 more
openaire   +1 more source

SVM Model Based on the Influencing Factors Evaluation and Prediction of Ultimate Bearing Capacity of Statically-Pressured Pipe Pile

Advanced Materials Research, 2011
The prediction accuracy of vertical ultimate bearing capacity of statically-pressured pipe pile is difficult to ensure with traditional methods, because it is influenced by comprehensive factors, such as pile body, soil around pile and construction conditions.
Jian Bin Zhao   +3 more
openaire   +1 more source

Predictive Study on Ultimate Bearing Capacity of Static Pressure Pipe Pile Based on Grey Support Vector Machine

Earth and Space 2012, 2012
The paper combines grey forecasting model and support vector machine together to predict the ultimate bearing capacity of single static pressure pipe pile based on their respective advantages. New model adopts the advantage of “accumulated generating”, which is in grey forecasting method, to deal with the sample and reduce the influence of random ...
Jianbin Zhao   +3 more
openaire   +1 more source

Analysis on the ultimate bearing capacity of plastic pipe reinforced by cross-helically winding steel wires under internal pressure

Ships and Offshore Structures, 2018
ABSTRACTThis paper aims to modify the engineering-design specifications of plastic pipe reinforced by cross-helically winding steel wires (PSP), in consideration of its imperfect engineering application standard. The formula of its bursting pressure is derived on the failure criterion of steel wire.
Haichao Xiong   +3 more
openaire   +1 more source

Study on calculation methods for predicting the ultimate uplift bearing capacity of pressure-cast-in-situ pile with spray-expanded frustum (PPSF)

Pressure-cast-in-situ pile with spray-expanded frustum (PPSF) is a new type of variable cross-section pile. To clarify uplift bearing mechanism of the PPSF, a series of numerical simulations of the PPSF are conducted. Criteria for determining the shear failure modes of the rock and soil surrounding the PPSF are established based on the numerical ...
Sheng-shi Qiao   +4 more
openaire   +1 more source

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