NUMERICAL AND EXPERIMENTAL STUDIES ON THE SLOW DRIFT MOTIONS AND THE MOORING LINE RESPONSES OF TRUSS SPAR PLATFORMS

An efficient methodology has been developed for the dynamic analysis of offshore floating structures. In this methodology, special attention was given to the second order difference frequency forces and responses. According to this numerical scheme, a MATLAB program named TRSPAR was developed to predict the dynamic responses of truss spar platform in time domain. In this program, the truss spar platform was modeled as a rigid body with three degrees of freedom. Hydrodynamics of the structure, which include the linear and second order wave forces, mean drift forces, added mass, radiation damping, wave drift damping and system stiffness were included in the program. Current and wind forces were also considered showing their effects on the slow drift responses. The wave forces, including inertia and drag forces, were calculated using Morison equation assuming the wave field as undisturbed. An efficient time domain integration scheme was adopted based on Newmark Beta method. Comprehensive experimental studies were conducted and the numerical predictions were systematically compared with model test results. These comparisons consisted of structure’s dynamic responses in different environmental conditions and two structural situations. The first situation was the structure with intact mooring lines and the other one was the structure under mooring line failure. The responses of the platform with mooring line system damage were investigated with the emphasis on finding the critical effects of line failure on the resonant responses. The effects of the second order difference frequency wave forces on the truss spar motion characteristics were examined numerically. Published numerical results were used to verify the developed numerical model in predicting the truss spar dynamic responses when subjected to combined wave, current and wind forces. The effects of strengthening mooring line system on the motion characteristics of the structure were examined numerically. For the assessment of the fluid to mooring nonlinear interactions, a deterministic approach based on lumped mass method with equations of dynamic equilibrium and continuity was adopted. Finally, parametric studies on deepwater mooring line analysis have been conducted for investigating the contributions of the various design parameters on mooring line tension. The experimental results verified the validity of the developed numerical scheme for prediction of the wave frequency and low frequency motions of the truss spar platform with its intact mooring and in the case of mooring line damage condition. RMSD values for the numerical and the experimental results show that the simulated wave frequency responses (WFR) trend was relatively agreed well with the experiments compared to the low frequency responses (LFR). For the intact mooring line condition, RMSD values for the WFR ranged from 109.9 to 182.4 while for LFR were ranged from 499.6 to 550.2. The same has been noticed in the mooring line damage condition in which RMSD values ranged from 107.4 to 323.6 and 209.1 to 1074 for WFR and LFR respectively. With regard to the peak responses, good accuracy has been achieved between the predictions and the measurements. The percentage errors for the peak responses in the intact mooring and the mooring line damage conditions were ranged from 9.5% to 17.3%

NUMERICAL AND EXPERIMENTAL STUDIES ON THE SLOW DRIFT MOTIONS AND THE MOORING LINE RESPONSES OF TRUSS SPAR PLATFORMS

An efficient methodology has been developed for the dynamic analysis of offshore floating structures. In this methodology, special attention was given to the second order difference frequency forces and responses. According to this numerical scheme, a MATLAB program named TRSPAR was developed to predict the dynamic responses of truss spar platform in time domain. In this program, the truss spar platform was modeled as a rigid body with three degrees of freedom. Hydrodynamics of the structure, which include the linear and second order wave forces, mean drift forces, added mass, radiation damping, wave drift damping and system stiffness were included in the program. Current and wind forces were also considered showing their effects on the slow drift responses. The wave forces, including inertia and drag forces, were calculated using Morison equation assuming the wave field as undisturbed. An efficient time domain integration scheme was adopted based on Newmark Beta method. Comprehensive experimental studies were conducted and the numerical predictions were systematically compared with model test results. These comparisons consisted of structure’s dynamic responses in different environmental conditions and two structural situations. The first situation was the structure with intact mooring lines and the other one was the structure under mooring line failure. The responses of the platform with mooring line system damage were investigated with the emphasis on finding the critical effects of line failure on the resonant responses. The effects of the second order difference frequency wave forces on the truss spar motion characteristics were examined numerically. Published numerical results were used to verify the developed numerical model in predicting the truss spar dynamic responses when subjected to combined wave, current and wind forces. The effects of strengthening mooring line system on the motion characteristics of the structure were examined numerically. For the assessment of the fluid to mooring nonlinear interactions, a deterministic approach based on lumped mass method with equations of dynamic equilibrium and continuity was adopted. Finally, parametric studies on deepwater mooring line analysis have been conducted for investigating the contributions of the various design parameters on mooring line tension. The experimental results verified the validity of the developed numerical scheme for prediction of the wave frequency and low frequency motions of the truss spar platform with its intact mooring and in the case of mooring line damage condition. RMSD values for the numerical and the experimental results show that the simulated wave frequency responses (WFR) trend was relatively agreed well with the experiments compared to the low frequency responses (LFR). For the intact mooring line condition, RMSD values for the WFR ranged from 109.9 to 182.4 while for LFR were ranged from 499.6 to 550.2. The same has been noticed in the mooring line damage condition in which RMSD values ranged from 107.4 to 323.6 and 209.1 to 1074 for WFR and LFR respectively. With regard to the peak responses, good accuracy has been achieved between the predictions and the measurements. The percentage errors for the peak responses in the intact mooring and the mooring line damage conditions were ranged from 9.5% to 17.3%

Utilization of millet husk ash as a supplementary cementitious material in eco-friendly concrete: RSM modelling and optimization

The environment has been greatly impacted by the increase in cement consumption. However, a huge quantity of energy is consumed and large amount of poisonous gases releases into the atmosphere during the cement production, which harms the environment. In order to decrease not only cement manufacturing but also energy usage and to aid in environmental protection, scientists are attempting to introduce agricultural and industrial waste materials with cementitious characteristics. Therefore, millet husk ash is used as supplementary cementitious material (SCM) in the concrete for producing sustainable environmental. The main purpose of this investigation is to check the workability, compressive strength, splitting tensile strength, flexural strength and drying shrinkage of concrete incorporating 0 %, 5 %, 10 %, 15 % and 20 % of MHA as SCM in concrete. A total of 165 concrete samples was made with mix proportion of 1:1.5:3 and cured at ages of 7, 28, and 90 days. The investigational outcomes displayed that there was an improvement in compressive strength, tensile strength, and flexural strength by 11.39 %, 9.80 %, and 9.39 %, correspondingly, at 10 % of MHA replacement of cement. Also, the water absorption reduced as MHA content increased after 28 days. There was also a reduction in drying shrinkage of concrete as the MHA increased after 28 days. Though, the workability is declined as the proportion of MHA increased in concrete. Moreover, the embodied carbon is declined while the content of PC substituted with MHA rises in concrete. In addition, response prediction models were built and validated using ANOVA at a 95 % significance level. R2 values for the models varied from 87.47 to 99.59 percent. The study concludes that the accumulation of 10 % MHA in concrete has a favourable effect on the characteristics of the concret

Impact of opioid-free analgesia on pain severity and patient satisfaction after discharge from surgery: multispecialty, prospective cohort study in 25 countries

Background: Balancing opioid stewardship and the need for adequate analgesia following discharge after surgery is challenging. This study aimed to compare the outcomes for patients discharged with opioid versus opioid-free analgesia after common surgical procedures.Methods: This international, multicentre, prospective cohort study collected data from patients undergoing common acute and elective general surgical, urological, gynaecological, and orthopaedic procedures. The primary outcomes were patient-reported time in severe pain measured on a numerical analogue scale from 0 to 100% and patient-reported satisfaction with pain relief during the first week following discharge. Data were collected by in-hospital chart review and patient telephone interview 1 week after discharge.Results: The study recruited 4273 patients from 144 centres in 25 countries; 1311 patients (30.7%) were prescribed opioid analgesia at discharge. Patients reported being in severe pain for 10 (i.q.r. 1-30)% of the first week after discharge and rated satisfaction with analgesia as 90 (i.q.r. 80-100) of 100. After adjustment for confounders, opioid analgesia on discharge was independently associated with increased pain severity (risk ratio 1.52, 95% c.i. 1.31 to 1.76; P < 0.001) and re-presentation to healthcare providers owing to side-effects of medication (OR 2.38, 95% c.i. 1.36 to 4.17; P = 0.004), but not with satisfaction with analgesia (beta coefficient 0.92, 95% c.i. -1.52 to 3.36; P = 0.468) compared with opioid-free analgesia. Although opioid prescribing varied greatly between high-income and low- and middle-income countries, patient-reported outcomes did not.Conclusion: Opioid analgesia prescription on surgical discharge is associated with a higher risk of re-presentation owing to side-effects of medication and increased patient-reported pain, but not with changes in patient-reported satisfaction. Opioid-free discharge analgesia should be adopted routinely

Effect of Water Depths on the Hydrodynamic Responses of an FPSO Platform

Ship-shaped Floating Production Storage Offloading platforms (FPSO) are commonly used in the production of oil and gas in offshore deepwater regions. The vessel is held in place by mooring lines anchored to the seabed during operation, either in spread or turret mooring arrangement. When designing such systems, water depth is a main factor that needs to be considered. At greater depths, the hydrodynamic properties of mooring lines become important and may not be accurately predicted through traditional experiments or numerical quasi-static models. Numerical simulation using coupled dynamic analysis is thus recommended, as the hull-mooring behaviour is analysed simultaneously, and the damping and added mass properties of the entire mooring line system is taken into account. This paper investigates the motions and mooring line tensions of a turret-moored FPSO at various water depths ranging from 1000 m to 2000 m. The analysis focuses on numerical simulations in the fully coupled dynamic time domain. The study utilizes the commercial software AQWA, with the FPSO model subjected to a unidirectional random wave condition. The hull hydrodynamics is first solved using the 3D radiation/diffraction panel method, and the hull response equation is then coupled with the mooring line equation. The dynamic motions and mooring line tensions results are presented in terms of statistical parameters as well as response spectrum. The results highlight the significance of greater water depths on low frequency responses in surge motions and mooring line tensions, and provides insight on the increasing and decreasing trend of these responses

Effect of Water Depths on the Hydrodynamic Responses of an FPSO Platform

Ship-shaped Floating Production Storage Offloading platforms (FPSO) are commonly used in the production of oil and gas in offshore deepwater regions. The vessel is held in place by mooring lines anchored to the seabed during operation, either in spread or turret mooring arrangement. When designing such systems, water depth is a main factor that needs to be considered. At greater depths, the hydrodynamic properties of mooring lines become important and may not be accurately predicted through traditional experiments or numerical quasi-static models. Numerical simulation using coupled dynamic analysis is thus recommended, as the hull-mooring behaviour is analysed simultaneously, and the damping and added mass properties of the entire mooring line system is taken into account. This paper investigates the motions and mooring line tensions of a turret-moored FPSO at various water depths ranging from 1000 m to 2000 m. The analysis focuses on numerical simulations in the fully coupled dynamic time domain. The study utilizes the commercial software AQWA, with the FPSO model subjected to a unidirectional random wave condition. The hull hydrodynamics is first solved using the 3D radiation/diffraction panel method, and the hull response equation is then coupled with the mooring line equation. The dynamic motions and mooring line tensions results are presented in terms of statistical parameters as well as response spectrum. The results highlight the significance of greater water depths on low frequency responses in surge motions and mooring line tensions, and provides insight on the increasing and decreasing trend of these responses

An approach for time-dependent reliability analysis of Jackup structures

This paper proposes an approach for evaluation of time dependent reliability of Jackup structures. An approach for signal processing using prolate spheroidal wave functions is combined with stochastic field representation method to represent ocean waves with least number of independent sources of uncertainty. First passage probability for dynamical systems subject to stochastic loading was then used in the formulation of the reliability approach. A simplified Jackup was modelled and used to demonstrate the time dependent reliability approach by propagating the uncertain wave load on the unit. In-house computer codes were developed for the analysis of the stochastic response in time-domain to obtain time dependent failure probabilities. The results were compared with those of a similar model in which the statistical method is used

Experimental study on fresh, mechanical properties and embodied carbon of concrete blended with sugarcane bagasse ash, metakaolin, and millet husk ash as ternary cementitious material

In recent years, there has been great concern about introducing new supplementary cementitious materials (SCM) in place of Portland cement (PC) in concrete. This study aims to investigate the behavior of sugarcane bagasse ash (SCBA), metakaolin (MK) and millet husk ash (MHA) as SCM with various proportions in concrete. The SCBA, MK and MHA are available in abundant quantities and considered as waste products. On the other hand, cement production emits a lot of toxic gases in the atmosphere which causes environmental pollution and greenhouse gases. Thus, SCBA, MK and MHA might be utilized as cementitious material in concrete for sustainable development. The effect of SCBA, MK and MHA as SCM on the fresh, mechanical properties and embodied carbon of concrete was evaluated experimentally. A total of 228 concrete specimens were prepared with targeted strength of 25MPa at 0.52 water-cement ratio and cured at 28 days. It is found that the compressive strength and split tensile strength were enhanced by 17% and 14.28% respectively at SCBA4MK4MHA4 (88% PC, 4% SCBA, 4% MK and 4% MHA) as ternary cementitious material (TCM) in concrete after 28 days. Moreover, the permeability and density of concrete are being reduced while utilizing of SCBA, MK and MHA separately as SCM and combined as TCM increases in concrete at 28 days respectively. Moreover, the workability of fresh concrete was decreased with the increase of the percentage of SCBA, MK and MHA separately as SCM and together as TCM in concrete. In addition to that, the use of SCBA, MK and MHA individually as SCM and combined as TCM in concrete can reduce the total carbon footprint while reducing the overall cost of concrete manufacturing

Effect of Various Mooring Materials on Hydrodynamic Responses of Turret-Moored FPSO with Emphasis on Intact and Damaged Conditions

The behavior of different mooring line materials has a significant influence on the behavior of the mooring system and, consequently, the dynamic responses of the floating platform. Although there have been previous studies on FPSOs and their mooring systems, the influence of mooring line failure scenarios associated with different mooring materials has received less attention, particularly for turret-moored FPSOs with taut moorings. Thus, this paper investigates the behavior of different mooring line materials in intact, single-line, and double-line damaged conditions on the hydrodynamic responses of the FPSO, restoring behavior, mooring, and riser tensions considering wave conditions in the Gulf of Mexico. Mooring lines including Aramid, HMPE, polyester, and steel wire were considered in the middle segment, which was the segment of interest in this study. The restoring forces of the mooring system were found to increase with increasing mooring stiffness, and a higher stiffness resulted in a higher loss of restoring force in the case of single-line failure. In all cases, the submerged weight and material stiffness had a significant influence on dynamic responses, mooring tension, transient responses, riser tension, and especially on the ability of the mooring system to resist the case of single-line failure. Each material was observed to behave differently in each degree of freedom (DOF), showing the necessity to pay close attention to the selection of mooring material for specific objectives

Effects of Graphene Oxide and Crumb Rubber on the Fresh Properties of Self-Compacting Engineered Cementitious Composite Using Response Surface Methodology

Graphene oxide-modified rubberized engineered cementitious composite (GO-RECC) is attracting the attention of researchers because of the reported benefits of the GO and crumb rubber (CR) on the strength and deformation properties of the composite. While it is well established that GO negatively affects the workability of cementitious composites, its influence on the attainment of the desired self-compacting (SC) properties of ECC has not yet been thoroughly investigated, especially when combined with crumb rubber (CR). In addition, to simplify the number of trial mixes involved in designing SC-GO-RECC, there is a need to develop and optimize the process using Design of Experiment (DOE) methods. Hence, this research aims to investigate and model using response surface methodology (RSM), the combined effects of the GO and CR on the SC properties of ECC through the determination of T500, slump flow, V-funnel, and L-box ratio of the SC-GORECC as the responses, following the European Federation of National Associations Representing for Concrete (EFNARC) 2005 specifications. The input factors considered were the GO by wt.% of cement (0.02, 0.04, 0.06, and 0.08) and CR as a replacement of fine aggregate by volume (5, 10, and 15%). The results showed that increasing the percentages of GO and CR affected the fresh properties of the SC-GORECC adversely. However, all mixes have T500 of 2.4 to 5.2 s, slump flow of 645 to 800 mm, V-funnel time of 7.1 to 12.3 s, and L-box ratio (H2/H1) of 0.8 to 0.98, which are all within acceptable limits specified by EFNARC 2005. The developed response prediction models were well fitted with R2 values ranging from 91 to 99%. Through the optimization process, optimal values of GO and CR were found to be 0.067% and 6.8%, respectively, at a desirability value of 1.0