Publications

Yan, X., Chen, P. S., Al-Fakih, A., Liu, B., Mohammed, B. S., & Jin, J. (Crystals, 2021).

This paper proposes a new type of lightweight concrete called bubble concrete, which was developed by mixing concrete with high-strength hollow bodies. In the present study, concave and spherical steel hollow bodies were used not only to form multiple cavities in the concrete but also to transfer internal stresses. Through compression tests, the shape effects and distribution effects of the hollow bodies on the strength and Young’s modulus of concrete were investigated. In addition, the mechanical characteristics of the bubble concrete were simulated by nonlinear elastoplastic finite element analysis to study the stress distribution and failure mechanism. The results indicate that with the proper combination, bubble concrete can reduce its density to 1.971–2.003 g/cm3 (83.3–84.7%, compared to control concrete) and its strength reaches 27.536–28.954 N/mm2.

This paper is about the number 3. The number 4 is left for future work.

This paper is about the number 2. The number 3 is left for future work.

Yan, X., Chen, P. S., Mohammed, B. S., & Liu, B. (AICCE, 2022).

Bubble concrete is a new type of lightweight concrete achieved by mixing high-strength hollow bodies into concrete. Different from the stress mechanism of the voided biaxial slab, the hollow bodies are used not only to create multiple cavities in concrete but also to transfer internal stresses. To achieve a better strength of the specimen, this study investigates the arrangement and shape effects of the hollow bodies on the mechanical properties. In addition, a novel hollow body model was proposed to improve the stress distribution to increase strength and reduce density. The density, strength, and stiffness of three types of bubble concrete were investigated through concrete compression experiments. Then, the stress distribution and failure mechanism of the bubble concrete were explored with nonlinear elastoplastic analysis. The results show that the strength and density of bubble concrete with regular arrangement hollow bodies yielded better than the random arrangement. Furthermore, with the new hollow body models, the bubble concrete further increased the strength of concrete to 79.7–85.3% and reduced the density to 80.0–85.0%.

Jin, J., Chen, P. S., Liu, B., & Yan, X. (AICCE, 2022).

A new structural system called 1.5-layer space frame is proposed as the third member of the family of space frames, which may provide new design possibilities. The 1.5-layer space frames with lap-units are susceptible to deformation due to key part rotation about the axis of its upper chords. Therefore, it is necessary to capture the dynamic behaviors of the lower joints of the lap-units. Considering the vibration of lower joints, the main dynamic properties of four typical structures, including natural frequency and vibration mode shape are first examined, and the seismic performances are then assessed within the linear elastic range under selected earthquake excitations. To provide helpful information for practical design, the investigation on the relationship between structural properties and geometrical/design parameters is also conducted. As a result, the seismic response of the structures is significant when the depth-grid ratio (the ratio of web member and upper chord length) is greater than 0.5.

Liu, B., Chen, P. S., Jin, J., & Yan, X. (AICCE, 2022).

This study proposes an approximate equation to evaluate the global buckling load of a single-layer cylindrical space frame without buckling analysis. In this research, large amounts of linear buckling analysis are carried out with various geometric parameters, and an imaginary stiffness G is proposed to represent the overall stiffness of the whole structure. Then, according to the influence of geometric parameters on buckling load factors and imaginary stiffness G, the authors derive an approximate equation based on regression analysis. Finally, the authors prove that the proposed approximate equations can evaluate the global buckling load in a high precision range.

Yan, X., & Chen, P. S. (ICAMC, 2021).

Bubble concrete is a lightweight achieved by mixing high-strength hollow bodies into concrete. Bubble concrete is different from biaxial voided slabs, it can reduce the density of concrete while ensuring the strength. As the existence of the hollow body will greatly affect the stress distribution inside the concrete , in order to improve the strength of the bubble concrete, this study conducted a nonlinear elastoplastic analysis with four different hollow body models. The optimal hollow body model is determined by comparing the stress distribution states inside the concrete. Based on the analytical results, as the capsule model inherits the good force transfer mechanism of the sphere, it can well reduce the lateral expansion of the hemisphere and further reduce the amount of concrete. Therefore, the capsule model is the best hollow body model for the bubble concrete in terms of stress distribution.