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The purpose of this paper is to examine the uplifting effect of a prototype brassiere that the author developed in Shanghai, China, for Chinese adult females in their early twenties.

The prototype brassiere was designed according to the four breast shapes of Chinese adult females. In total, 40 breast‐related measurement items were used to quantify the body sizes of 20 subjects, who were measured both with and without the brassieres.

The results of the comparison showed significant differences in breast position, the degree of sagging, the distance between the breasts, and the bottom area of the breasts between the two contexts. This study confirms the uplifting effect of the prototype brassiere, which can produce cleavage and elevate breasts.

The findings are based on an experimental method that quantifies the uplifting effect of the prototype brassiere using body measurement data obtained from local women in Shanghai, China. They provide empirical criteria for manufacturing brassieres to the Chinese intimate apparel industry, which lacks a standardized measurement system.

This paper presents several methods for enhancing computational efficiency in both static and dynamic analysis of structural systems with localized non‐linear behaviour. A significant reduction of computational effort with respect to brute‐force non‐linear analysis is achieved in all cases at the insignificant (or no) loss of accuracy. The presented methodologies are easily incorporated into a standard computer program for linear analysis.

The paper aims to predict longitudinal deformation of a tunnel caused by grouting under the tunnel bottom in advance according to the grouting parameters, which can ensure the safety of the tunnel structure during the grouting process and also help to design the grouting parameters.

The paper adopted the analytical approach for calculating the longitudinal deformation of a shield tunnel caused by grouting under a tunnel, including usage of the Mindlin’s solution, the minimum potential energy principle and case validation.

The paper provides a variational method for calculating the longitudinal deformation of a shield tunnel in soft soil caused by grouting under the tunnel, which has high computational efficiency and accuracy.

This paper fulfils an identified need to study how the longitudinal deformation of a shield tunnel in soft soil caused by grouting under the tunnel can be calculated.

The purpose of this paper is to provide a cost-effective foundation technique for the design of foundations of transmission towers, heavily loaded structures, etc.

Experimental model tests are conducted in a model test tank to find out the effect of length and diameter of geogrid encased granular pile anchors, the relative density of sand and the angle of inclination of the pile from the vertical on uplift behavior of granular pile anchors.

The uplift capacity of the geogrid encased granular pile anchor increased with increasing length and diameter of granular pile anchor. Further, increasing the relative density of surrounding soil increased uplift capacity of geogrid encased granular pile anchor system. Moreover, increasing the angle of inclination of loading also increased uplift capacity of whole system. Thus, the proposed system can be effectively used in field for further applications.

The paper is helpful for the engineers looking for cost-effective foundation techniques for heavily loaded structures.

This article presents a geometrically non-linear finite element formulation for the analysis of planar two-layer beam-columns taking into account the inter-layer slip and uplift.

The co-rotational method is adopted, in which the motion of the element is decomposed into a rigid body motion and a small deformational one. The geometrically linear formulation can be used in the local frame and automatically be transformed into a geometrically nonlinear one. In co-rotational frame, both layers are assumed to be discretely connected at the element ends. Slips and uplifts are assumed to be small. Consequently, the condition of non interpenetration between the layers can be treated using a node-to-node contact algorithm. The resolution methods such as penalty (PM) and augmented Lagrangian method (ALM) with Uzawa updating scheme can be used.

The non-penetration condition between the layers of composite beams can be formulated by using contact law. It is found that despite a low convergence rate of augmented Lagrangian method compared to penalty method, the former prevents the unrealistic penetration. Besides, it is shown that the buckling load of the composite beam-column is largely affected by the uplift stiffness of the connectors.

The proposed finite element model is capable of simulating accurately the geometrically non-linear behavior of planar two-layer beam-columns taking into account the inter-layer slip and uplift. Regarding uplift, the non-penetration condition is strictly enforced by considering rigorous contact conditions at the interface. The constraint problem is solved using the penalty method or the augmented Lagrangian method with the Uzawa updating scheme.

The present study investigates the role of social capital in promoting sustainable livelihood amongst indigenous women in India. The study further analyses the mediation effect of women entrepreneurship between social capital and livelihood promotion.

Structure equation modeling has been used to empirically examine the effect of social capital in promoting sustainable livelihood. The study has collected 612 samples from indigenous women entrepreneurs across Sundargarh and Koraput districts in Odisha.

The result highlighted the extensiveness of indigenous women entrepreneurs, who utilized their social capital to improve enterprise performance and livelihood conditions. It is witnessed that social capital has a direct and positive effect on uplifting the living standards of indigenous women. Furthermore, women entrepreneurship mediates the relationship between social capital and livelihood promotion of indigenous women.

The decision-makers, policy practitioners and government agencies must encourage more women's self-help groups to participate in entrepreneurial activities by utilizing social capital through government welfare programs.

The present study adds value to the existing literature on social capital, women entrepreneurship and sustainable livelihood by measuring the importance of social capital in achieving sustainable livelihood. This study will add knowledge to the existing theories and literature of social capital on its use and importance towards the benefit of society.

Grounded in Transformative Service Research, the purpose of this paper is to explore the mechanisms by which bank information transparency influences consumer’s financial well-being (FWB). The authors propose that customer attitudes toward the brand and the subjectively perceived ability of individuals to deal with the financial challenges explain the enhancement of FWB driven by bank information transparency.

A survey was conducted to test the proposed hypotheses. In total, 400 bank customers of five commercial banks in Colombia were approached and asked to fill out a pen and paper questionnaire. Serial mediation analysis was applied to test the hypotheses.

This research shows that bank information transparency can uplift the FWB of customers. Furthermore, the positive effect of bank information transparency on the FWB occurs because the shared information improves the positive attitudes toward banks and the perceived financial self-efficacy of customers.

This paper heeds the call of current literature for improved explanations of the relationship between attempts to inform consumers about financial services and their FWB.

This research shows that managers who embrace the challenging task of improving the FWB of their customers should design strategies for more transparent information sharing with their customers. However, these strategies should be designed not only to deliver information to customers but also to increase the perceived disclosure, accuracy and clarity of shared information.

This pioneering study aims to explain the effects of bank information transparency on the FWB of consumers by drawing on interdisciplinary literature. This research is important as many banks aim to increase their information transparency without a clear understanding of the effects of these actions on consumers and therefore in many instances their efforts fail. A key contribution of this study is identifying concrete mechanisms (i.e. brand attitudes and self-efficacy) that help managers to improve customers’ FWB via information transparency. Accordingly, the authors offer suggestions for better information transparency strategy implementation.

The main purpose of this paper is to establish the mediating effect of credit counselling in the relationship between access to microcredit and survival of micro small and medium-sized enterprises (MSMEs) in developing countries in sub-Saharan Africa post COVID-19 pandemic with data collected from rural Uganda.

Structural equation modelling (SEM) through SmartPLS 4.0 was used to generate the standardized parameters to test whether credit counselling mediates the relationship between access to microcredit and survival of MSMEs in developing countries in sub-Saharan Africa post COVID-19 pandemic with data collected from rural Uganda.

The SEM bootstrap results revealed that credit counselling enhances access to microcredit by 27% to promote survival of MSMEs in developing countries in sub-Saharan Africa post COVID-19 pandemic with data collected from rural Uganda.

The current study focused only on women MSMEs. Future studies may possibly collect data from all the MSMEs to draw better generalization of the findings within the sector.

The findings can help public finance policy to ensure provision of credit counselling to microentrepreneurs who borrow from different financial institutions to reduce the problem of loan defaults and delinquency rampant in lending. This could be done through conducting routine business education and counselling sessions for microentrepreneurs who often need credit to grow their businesses.

This study is amongst the first few studies to establish the mediating effect of credit counselling in the relationship between access to microcredit and survival of MSMEs in developing countries in sub-Saharan Africa in the aftermath of COVID-19 pandemic with data collected from rural Uganda. There is a dearth in literature and theory on the rehabilitative and preventive role of credit counselling in reducing repayment defaults amongst borrowers within the credit market to spur survival of MSMEs seen as the main enabler of economic growth, especially in developing countries. In fact, credit counselling acts as a safety net by substituting financial literacy and education to solve the rampant problem of overindebtedness amongst borrowers who are debt illiterate within the credit market.

Esthetic trend changes with the development of society and cultural differences. A minimizer bra designed to make breasts appear smaller is now popular with large-breasted women in China. To conform to the requirements of modern aesthetics in China, this paper aims to investigate vital features of breast appearance that influence people’s subjective evaluation of breast size and analyze how bra design parameters affect breast shape and make breasts appear smaller.

This study used 3D scanning technology and reverse engineering software to obtain objective breast measurements in detail. A subjective evaluation experiment was conducted to evaluate the overall performance of seven minimizer bras compared to a basic comparison bra. Around 20 design parameters of 8 sample bras were identified to make a further study about the correlation between bra design features and breast shaping effect. To gain a deeper understanding of how bras interact with breast tissue, this study presented heat maps of the breast surface to visualize the deformation of breast shape.

Nine breasts' characteristics, such as the distance between bust points, breast depth, outer breast curvature and slope, etc. have been determined to be highly correlated with the visual reduction effect of breasts. In addition, for the bras in this experiment, the high-performance bra for women with large breasts tends to have a wider side panel, a wider under band, higher gore and a stronger transverse rigidity of the bra cup. According to the observation of heat maps of the breast surface, soft full-figure bras provide a wider range of compression to the breasts and effectively flatten the breasts.

This paper first aimed at the need to shape the ideal breast appearance for large-breasted women and make a further study of several hot-selling minimizer bras in China. The suggestions given in this paper help lingerie manufacturers better understand how design features of bras can affect their shaping effect and improve the wearing effect of minimizer bras for large-breasted women.

The purpose of this paper is to establish a new two-phase Discrete Element Method (DEM) model to investigate the movement of fresh concrete which consists of mortar and aggregate. The established DEM model was adopted to simulate the mixing process of fresh concrete based on the commercial software package PFC3D. The trajectories of particles and particle clusters were recorded to analyze the mixing behavior from different scales. On one hand, the macro-scale movement was obtained to make the mixing process visualization. On the other hand, the relative micro movement of the single particle and particle clusters was also monitored to further study the mixing mechanism of the fresh concrete.

A new two-phase DEM model was designed to simulate the movement of fresh concrete which consists of mortar and aggregate. The linear-spring dashpot model was used to model all the contacts between particle and particle/wall to characterize the viscidity of fresh concrete. Moreover, two sets of parallel bond models were employed to characterize the contact between the mortar particles and mortar/coarse aggregate particles, namely the pbond1 and pbond2. The hybrid treatment enables the current DEM model to handle the yield behavior.

The mixing process of fresh concrete is mainly composed by the transportation in the x-direction and the overturn and fall off in the y- and z-directions. With these movements in different directions, the concrete particles can be fully mixed in the mixing drum.

A new two-phase DEM model was proposed and used to simulate the mixing process of fresh concrete. The outcomes of the simulation would be helpful for making the transporting truck visualization and the movement behavior of fresh concrete observable. The model can provide dynamic information of particles to reveal the interaction mechanism of fresh concrete in the truck mixer which is extremely difficult to obtain on-line in physical experiments or building site.