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June 15, 2026Journal of Building Engineering0 citationsOpen Access

Load carrying capacity of novel semi-interlocking inter-modular connections in modular buildings

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TMThisari MunmullaSNSatheeskumar NavaratnamHHH.D. Hidallana-Gamage

Key Points

  • The aim is to develop a semi-interlocking bolted plate connection to improve load sharing and structural integrity in modular buildings.
  • Developed two types of semi-interlocking inter-modular connections for compatibility with steel modular sections.
  • Conducted monotonic loading tests, including compressive, tensile, and shear tests, to evaluate load-bearing capacities.
  • Assessed deformation characteristics during testing to ensure structural performance under extreme conditions.
  • The semi-interlocking connections showed sufficient compressive and tensile capacities compared to axial capacity of the columns.
  • Shear capacity was nearly 10% higher than traditional bolted connections and 50% higher than existing inter-modular connections.
  • Connections were approximately 40% less costly than existing partially interlocking solutions.

Abstract

Inter-modular connections are vital for ensuring load sharing, transfer efficiency, and structural integrity in prefabricated modular buildings under extreme loading conditions. The existing intermodular connections in steel buildings face several challenges, including insufficient lateral load resistance, inability to reuse, higher costs, and longer installation times. Therefore, this study aims to develop a semi-interlocking bolted plate connection designed for modular buildings, offering enhanced assembly efficiency and structural performance at a lower cost. Two types of semi-interlocking inter-modular connections were developed to improve compatibility with common steel modular building sections and typical modular arrangements. Monotonic loading tests, including compressive, tensile, and shear tests, were performed to assess the connections’ load-bearing capacities and deformation characteristics. The experimental results demonstrated that the connections have sufficient compressive and tensile capacities compared to the axial capacity of the column. Moreover, the shear capacity of the connections is nearly 10% higher than that of traditional bolted connections and 50% higher than existing inter-modular connections, while ensuring ease of construction. The connection performed adequately in axial and shear capacities, enabling the required or exceeding standard design capacities. Moreover, the connections were nearly 40% less costly than most of the industry's existing partially interlocking connections. The findings suggest that the proposed semi-interlocking connection is a viable solution for advancing the modular construction industry.

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Cite This Study

Munmulla et al. (2026) studied this question.

synapsesocial.com/papers/6a2f97e8a1cfeec490828f85https://doi.org/10.1016/j.jobe.2026.116606
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