All Outputs (87)

Effect of Concentrated Butt-Joints on Flexural Properties of Laminated Bamboo-Timber Flitch Beams (2021)
Journal Article
Zhang, H., Gharavi, N., Wong, S. H. F., Deng, Y., Bahadori-Jahromi, A., Limkatanyu, S., Qiao, Y., & Kuang, J. (2022). Effect of Concentrated Butt-Joints on Flexural Properties of Laminated Bamboo-Timber Flitch Beams. Journal of Sandwich Structures and Mat

This paper presents the experimental and analytical studies to investigate the effect of concentrated butt-joints on the flexural properties of laminated bamboo-timber flitch beam (BTFB, or bio-flitch beam). The experimental results reveal that the c... Read More about Effect of Concentrated Butt-Joints on Flexural Properties of Laminated Bamboo-Timber Flitch Beams.

Applicability of the Torsion Test and Photogrammetric Approach on Structural Timber Beams (2021)
Journal Article
Mohamed, A., Uheida, K., Quan, Y., & Zhang, H. (2021). Applicability of the Torsion Test and Photogrammetric Approach on Structural Timber Beams. International Wood Products Journal, 12(3), 206-217. https://doi.org/10.1080/20426445.2021.1952047

The torsion test is recommended as a standard approach to determine the shear modulus of structural-size timber and glulam beams. However, there is a difficulty in measuring the rotational deformations of timber joists. A stereo camera system and pho... Read More about Applicability of the Torsion Test and Photogrammetric Approach on Structural Timber Beams.

Uncertainties in Non-Domestic Energy Performance Certificate Generating in the UK (2021)
Journal Article
Amirkhani, S., Bahadori-Jahromi, A., Mylona, A., Godfrey, P., Cook, D., Tahayori, H., & Zhang, H. (2021). Uncertainties in Non-Domestic Energy Performance Certificate Generating in the UK. Sustainability, 13(14), Article 7607. https://doi.org/10.3390/su13

In light of the recent launch of the Minimum Energy Efficiency Standard targeting the energy performance of commercial buildings, this study compares the energy performance certificates of three UK hotels generated by two different software, EDSL TAS... Read More about Uncertainties in Non-Domestic Energy Performance Certificate Generating in the UK.

Photogrammetric Evaluation of Glulam Timber Shear Modulus Using Torsion Test Method and Dual Stereo Vision System (2021)
Journal Article
Mohamed, A., Deng, Y., Zhang, H., Wong, S. H. F., Uheida, K., Zhang, Y., Lehmann, M., & Quan, Y. (2021). Photogrammetric Evaluation of Glulam Timber Shear Modulus Using Torsion Test Method and Dual Stereo Vision System. European Journal of Wood and Wood P

The shear modulus of timber and timber-based composite materials is a fundamental me-chanical property which is used in the design of timber and engineered wood products. The problem of experimentally determining appropriate values of shear modulus f... Read More about Photogrammetric Evaluation of Glulam Timber Shear Modulus Using Torsion Test Method and Dual Stereo Vision System.

Utility-scale Subsurface Hydrogen Storage: UK Perspectives and Technology (2021)
Journal Article
Wallace, R. L., Cai, Z., Zhang, H., Zhang, K., & Guo, C. (2021). Utility-scale Subsurface Hydrogen Storage: UK Perspectives and Technology. International Journal of Hydrogen Energy, 46(49), 25137-25159. https://doi.org/10.1016/j.ijhydene.2021.05.034

To reduce effects from anthropogenically induced climate change renewable energy systems are being implemented at an accelerated rate, the UKs wind capacity alone is set to more than double by 2030. However, the intermittency associated with these sy... Read More about Utility-scale Subsurface Hydrogen Storage: UK Perspectives and Technology.

Experimental and Analytical Studies on Steel-Reinforced Concrete Composite Members with Bonded Prestressed CFRP tendon under Eccentric Tension (2021)
Journal Article
Deng, Y., Shen, M., Zhang, H., Zhang, P., Yueng, T. Y., Hansapinyo, C., Usmani, A., Khan, A., & Zhao, J. (2021). Experimental and Analytical Studies on Steel-Reinforced Concrete Composite Members with Bonded Prestressed CFRP tendon under Eccentric Tension

This paper reported the very earliest experimental and analytical studies on the bonded Prestressed CFRP tendon enhanced Steel Reinforced Concrete (PSRC) members under eccentric tensile loads. Eight PSRC members were tested under monotonic eccentric... Read More about Experimental and Analytical Studies on Steel-Reinforced Concrete Composite Members with Bonded Prestressed CFRP tendon under Eccentric Tension.

Topology optimization of multi-material structures with elastoplastic strain hardening model (2021)
Journal Article
Li, M., Deng, Y., Zhang, H., Wong, S. H. F., Mohamed, A., Zheng, Y., Gao, J., Yuen, T. Y. P., Dong, B., & Kuang, J. S. (2021). Topology optimization of multi-material structures with elastoplastic strain hardening model. Structural and Multidisciplinary O

The paper presents a new multi-material topology optimization method with novel adjoint sensitivity analysis that can accommodate not only multiple plasticity but also multiple hardening models for individual materials in composite structures. Based... Read More about Topology optimization of multi-material structures with elastoplastic strain hardening model.

On the dynamics of FG-GPLRC sandwich cylinders based on an unconstrained higher-order theory (2021)
Journal Article
Eyvazian, A., Sebaey, T. A., Żur, K. K., Khan, A., Zhang, H., & Wong, S. H. F. (2021). On the dynamics of FG-GPLRC sandwich cylinders based on an unconstrained higher-order theory. Composite Structures, 267, Article 113879. https://doi.org/10.1016/j.comp

In the present paper, a novel unconstrained higher-order theory (UCHOT) is applied to analyse the free vibration of cylindrical sandwich shells with nanocomposite face sheets reinforced with graphene platelets. UCHOT considers the shear and thickness... Read More about On the dynamics of FG-GPLRC sandwich cylinders based on an unconstrained higher-order theory.

Experimental study on shear performance of RC beams strengthened with NSM CFRP prestressed concrete prisms (2021)
Journal Article
Deng, Y., Ma, F., Zhang, H., Wong, S. H. F., Pankaj, P., Zhu, L., Ding, L., & Bahadori-Jahromi, A. (2021). Experimental study on shear performance of RC beams strengthened with NSM CFRP prestressed concrete prisms. Engineering Structures, 235, Article 112

This paper presents an experimental investigation of the shear performance of RC beams strengthened with near surface mounted (NSM) carbon fibre reinforced polymer (CFRP) prestressed concrete prisms (PCPs). The shear behaviour of strengthened beams c... Read More about Experimental study on shear performance of RC beams strengthened with NSM CFRP prestressed concrete prisms.

Experimental and theoretical study of bond behaviour between FRP bar and high-volume fly ash-self-compacting concrete (2021)
Journal Article
Zheng, Y., Zhou, N., Zhou, L., Zhang, H., Li, H., & Zhou, Y. (2021). Experimental and theoretical study of bond behaviour between FRP bar and high-volume fly ash-self-compacting concrete. Materials and Structures, 54, Article 27 (2021). https://doi.org/10

The combination of fibre-reinforced polymer (FRP) and high-volume fly ash self-compacting concrete (HVFA-SCC) reinforced is expected to solve the problem of steel corrosion in traditional structures and develop sustainable infrastructures. Bond behav... Read More about Experimental and theoretical study of bond behaviour between FRP bar and high-volume fly ash-self-compacting concrete.

Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms (2020)
Journal Article
Deng, Y., Li, Z., Zhang, H., Corigliano, A., Lam, A. C., Hansapinyo, C., & Yang, Z. (2021). Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms. Composite Structures, 257, Arti

This investigation aims to study the flexural behaviour of reinforced concrete (RC) beams strengthened with near-surface mounted (NSM) carbon fibre reinforced polymer prestressed concrete prisms (CFRP-PCPs). Eight RC beams were tested under monotonic... Read More about Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms.

Using photogrammetry method to evaluate the shear module of the laminated glass beam in torsion tests (2019)
Presentation / Conference Contribution
Uheida, K., Zhang, J., & Deng, Y. (2019, September). Using photogrammetry method to evaluate the shear module of the laminated glass beam in torsion tests. Paper presented at Civil-Comp 2019: The Sixteenth International Conference on Civil, Structural and

The laminated structural glass beam is a modern, transparent and innovative structural element, widely used in supporting floor and roof plates, glass walls and many other applications. Despite many favourable characteristics inherent in the material... Read More about Using photogrammetry method to evaluate the shear module of the laminated glass beam in torsion tests.

Determination of shear modulus of wood joists from torsion tests and relationship with modulus of elasticity (2018)
Presentation / Conference Contribution
Khokhar, A., & Zhang, J. (2018, August). Determination of shear modulus of wood joists from torsion tests and relationship with modulus of elasticity. Presented at World Conference on Timber Engineering, Seoul, Republic of Korea

This paper presents the work that was undertaken to use torsion tests to evaluate the shear modulus of wood joists. The relationship of the shear modulus with modulus of elasticity, obtained from bending tests, was examined. Testing standard EN408 h... Read More about Determination of shear modulus of wood joists from torsion tests and relationship with modulus of elasticity.

Study on the Impact of Size and Position of the Shear Field in Determining the Shear Modulus of Glulam Beam Using Photogrammetry Approach (2018)
Presentation / Conference Contribution
Gharavi, N., & Zhang, H. (2018). Study on the Impact of Size and Position of the Shear Field in Determining the Shear Modulus of Glulam Beam Using Photogrammetry Approach. International Journal of Civil, Environmental, Structural, Construction and Archite

The shear modulus of a timber beam can be determined using torsion test or shear field test method. The shear field test method is based on shear distortion measurement of the beam at the zone with the constant transverse load in the standardized fou... Read More about Study on the Impact of Size and Position of the Shear Field in Determining the Shear Modulus of Glulam Beam Using Photogrammetry Approach.

The use of artificial compressibility to improve partitioned semi-implicit FSI coupling within the classical Chorin–Témam projection framework (2018)
Journal Article
He, T., Wang, T., & Zhang, H. (2018). The use of artificial compressibility to improve partitioned semi-implicit FSI coupling within the classical Chorin–Témam projection framework. Computers and Fluids, 166, 64-77. https://doi.org/10.1016/j.compfluid.

Over the last decade the classical Chorin–Témam projection method has been utilized to address fluid- structure interaction in a semi-implicit manner. In previous studies the fluid projection step is fully coupled with the structural motion due to th... Read More about The use of artificial compressibility to improve partitioned semi-implicit FSI coupling within the classical Chorin–Témam projection framework.

A smoothed finite element approach for computational fluid dynamics: applications to incompressible flows and fluid–structure interaction (2018)
Journal Article
He, T., Zhang, H., & Zhang, K. (2018). A smoothed finite element approach for computational fluid dynamics: applications to incompressible flows and fluid–structure interaction. Computational Mechanics, https://doi.org/10.1007/s00466-018-1549-x

In this paper the cell-based smoothed finite element method (CS-FEM) is introduced into two mainstream aspects of computational fluid dynamics: incompressible flows and fluid–structure interaction (FSI). The emphasis is placed on the fluid gradient s... Read More about A smoothed finite element approach for computational fluid dynamics: applications to incompressible flows and fluid–structure interaction.

End effect on determining shear modulus of timber beams in torsion tests (2018)
Journal Article
Gharavi, N., Zhang, H., Xie, Y., & He, T. (2018). End effect on determining shear modulus of timber beams in torsion tests. Construction and Building Materials, 164, 442-450. https://doi.org/10.1016/j.conbuildmat.2017.12.191

The end effect plays an important role in determining where the rotation measuring gauges should be located in a torsion test. A thorough review on the impact of end effect in a torsion test has been conducted, followed by an experimental validation.... Read More about End effect on determining shear modulus of timber beams in torsion tests.

Evaluation of the End Effect Impact on the Torsion Test for Determining the Shear Modulus of a Timber Beam through a Photogrammetry Approach (2017)
Journal Article
Gharavi, N., Zhang, H., & Xie, Y. (2017). Evaluation of the End Effect Impact on the Torsion Test for Determining the Shear Modulus of a Timber Beam through a Photogrammetry Approach. Proceedings of the World Academy of Science, Engineering and Technology

The timber beam end effect in the torsion test is evaluated using binocular stereo vision system. It is recommended by BS EN 408:2010+A1:2012 to exclude a distance of two to three times of cross-sectional thickness (b) from ends to avoid the end effe... Read More about Evaluation of the End Effect Impact on the Torsion Test for Determining the Shear Modulus of a Timber Beam through a Photogrammetry Approach.

Using topology optimization technique to determine the optimized layout of steel reinforcing bars in concrete structures (2016)
Presentation / Conference Contribution
Li, M., Zhang, H., & Wong, S. H. F. (2016). Using topology optimization technique to determine the optimized layout of steel reinforcing bars in concrete structures. In J. Herskovits (Ed.), Proceedings of 5th International Conference on Engineering Optimi

This study presents an optimization procedure based on the modified Bi-directional evolutionary structural optimization (BESO) approach to optimize both location and orientation of discrete reinforcing steel bars within concrete structures, while sat... Read More about Using topology optimization technique to determine the optimized layout of steel reinforcing bars in concrete structures.

A finite-difference formulation of elastic rod for the design of actively bent structures (2016)
Journal Article
D’Amico, B., Zhang, H., & Kermani, A. (2016). A finite-difference formulation of elastic rod for the design of actively bent structures. Engineering Structures, 117, 518-527. https://doi.org/10.1016/j.engstruct.2016.03.034

A discrete formulation of elastic rod has been tailored for the particular design task of geometric modelling, form finding and analysis of actively bent structural systems. The rod element is fully described by using vector based quantities, hence m... Read More about A finite-difference formulation of elastic rod for the design of actively bent structures.