SIMULIA's blog

For high strength carbon fiber reinforced polymers, the design criteria are often specified by the compression strength of the composite materials component. This is due to the fact that the compression strength of unidirectional composites is as low as 50 to 60 percent of the tensile strength. One important compressive failure mode in composite is kink-band formation which for a great deal is governed by the waviness of the fibers and the yielding properties of the matrix material.

Analysis methodologies developed for evaluating three threaded and coupled connectors quantitatively are presented. Two new non-dimensional parameters for assessing the seal leakage and load shoulder separation are introduced for the purpose. Stress Amplification Factor (SAF), defined in API Specification 16R, is scrutinized for what type of stress is to be used and which reference point the alternating stress is measured from. As a result of it, loading sequence Mean Tension with Two Alternating Moments (MT2AM) is proposed for SAF calculation.

The production of hydrocarbons from deepwater reservoirs requires the fabrication and installation of massive infrastructure. As the global energy industry targets hydrocarbon reservoirs in ever deeper water, the use of remote subsea wells to access the reserves and deepwater flowlines to transport the produced hydrocarbons back to floating production platforms will increase.

Since its introduction in the 1960s, coiled tubing (CT) has evolved from smaller sizes and a few cleanout jobs to larger diameters and heavier grades with higher flow rates. Some of the limiting factors, especially on offshore platforms, are limited crane-weight capability and poor weather conditions, which severely limit the size of the reel that can be lifted. With offshore crane capabilities as low as eight tons on some platforms, a CT reel is often transported in two or more sections, requiring offshore assembly.

Offshore containers are exposed to the movement caused by wind, ocean currents, and unpredictable weather conditions so a good structural resistance is required for them. A dynamic analysis has been developed using Abaqus/Explicit to study the structural response of a horizontal pressure vessel mounted in Floating Production Storage and Offloading (FPSO) topsides in the Gulf of Mexico (GOM) coast. The model includes fluid behavior of crude oil inside the container for which the linear Us-Up Hugoniot equation of state is used. The viscosity of the oil was varied according to temperature.

Solar trackers are being increasingly used within the industry in order to improve the amount of power produced by photovoltaic systems. The design of these devices must pay special attention to wind action as the most relevant load seen by the generally flexible structure supporting the panels. However, standard building codes may not be particularly suitable for  this sort of very flexible, extremely wind-exposed and not very critical-from-a-safety-point-of-view structures.

Cylindrical tanks are subjected to the seismic loads in certain countries, for example in Japan. The sloshing of these tanks is very important to consider the integrity of the containers. This phenomenon, however, is an interaction of structure and the fluid, namely oil, and is difficult to be analyzed using computer simulation codes. Owing to the FSI capability of Abaqus and Fluent via MpCCI, the phenomenon has been within the range of simulation. Authors tried to analyze the sloshing using the real seismic acceleration at Hachinohe earthquake in Japan and report the result.

A recent breakthrough in the development of shape memory materials has demonstrated promising applications for completion products in the oil and gas industry. In one of the targeted applications, shape modification is a major step toward commercialization of this technology. Efficiently and effectively reshaping the material is a key element for final production. The goal of our technical team is to design and optimize the reshaping equipment so as to enable production quantities of tools while maintaining material properties.

Seismic response of liquid storage tank floating roofs involve phenomena that require dynamic nonlinear geometric and material behavior as well as surface to surface contact. Good engineering practice requires a practical analytical approach that captures the essential ingredients of structural behavior under earthquake excitation by making reasonable, conservative, and manageable approximations to the actual conditions. This paper discusses an approach used in Abaqus to calculate the stresses and deformations of a liquid storage tank floating roof under seismic loading.

The paper deals with the dynamic performance of a simply reinforced concrete tower built using prefabricated elements. The main uncertainty of this strategy stems from the possible cracking of the concrete and its implications on the stiffness, natural frequency and dynamic amplification of the tower.